毕业设计-钢筋明细表
毕设钢筋明细表
楼层名称：首层（绘图输入）钢筋总重：43818.446Kg筋号级别直径钢筋图形计算公式总根数总长m 总重kg 构件名称：KZ-1[91] 构件数量：4 本构件钢筋重：197.398KgB边纵筋.118 5600-4830/3+max(2980/6,400,500) 8 35.92 71.84H边纵筋.118 5600-4830/3+max(2980/6,400,500) 8 35.92 71.84角筋.122 5600-4830/3+max(2980/6,400,500) 16 71.84 214.083B边插筋.118 4830/3+950-40+max(6*d,150) 8 21.36 42.72H边插筋.118 4830/3+950-40+max(6*d,150) 8 21.36 42.72角筋插筋.122 4830/3+950-40+max(6*d,150) 16 42.72 127.306箍筋.1 82*((400-2*20)+(400-2*20))+2*(11.9*d)208 339.04 133.921箍筋.28 (400-2*20)+2*(11.9*d) 392 215.6 85.162构件名称：KZ-1[95] 构件数量：1本构件钢筋重：197.654KgB边纵筋.118 5600-5000/3+max(3400/6,400,500) 2 9 18H边纵筋.118 5600-5000/3+max(3400/6,400,500) 2 9 18角筋.122 5600-5000/3+max(3400/6,400,500) 4 18 53.64B边插筋.118 5000/3+950-40+max(6*d,150) 2 5.454 10.908H边插筋.118 5000/3+950-40+max(6*d,150) 2 5.454 10.908角筋插筋.122 5000/3+950-40+max(6*d,150) 4 10.908 32.506箍筋.1 82*((400-2*20)+(400-2*20))+2*(11.9*d)51 83.13 32.836箍筋.28 (400-2*20)+2*(11.9*d) 96 52.8 20.856构件名称：KZ-1[96] 构件数量：2本构件钢筋重：198.476KgB边纵筋.118 5600-4130/3+max(2530/6,400,500) 4 18.892 37.784H边纵筋.118 5600-4130/3+max(2530/6,400,500) 4 18.892 37.784角筋.122 5600-4130/3+max(2530/6,400,500) 8 37.784 112.596B边插筋.118 4130/3+950-40+max(6*d,150) 4 9.748 19.496H边插筋.118 4130/3+950-40+max(6*d,150) 4 9.748 19.496角筋插筋.122 4130/3+950-40+max(6*d,150) 8 19.496 58.098箍筋.1 82*((400-2*20)+(400-2*20))+2*(11.9*d)106 172.78 68.248箍筋.28 (400-2*20)+2*(11.9*d) 200 110 43.45 楼层名称：第2层（绘图输入）钢筋总重：41362.321Kg筋号级别直径钢筋图形计算公式总根数总长m 总重kg 构件名称：KZ-1[3064] 构件数量：4 本构件钢筋重：114.187KgB边纵筋.1 184000-max(2980/6,400,500)+max(2900/6,400,500)8 32 64H边纵筋.1 184000-max(2980/6,400,500)+max(2900/6,400,500)8 32 64角筋.1 224000-max(2980/6,400,500)+max(2900/6,400,500)16 64 190.72箍筋.1 82*((400-2*20)+(400-2*20))+2*(11.9*d)128 208.64 82.413箍筋.28 (400-2*20)+2*(11.9*d) 256 140.8 55.616构件名称：KZ-1[3068] 构件数量：1 本构件钢筋重：111.774Kg B边纵筋.1 184000-max(3400/6,400,500)+max(2900/6,400,500)2 7.866 15.732H边纵筋.1 184000-max(3400/6,400,500)+max(2900/6,400,500)2 7.866 15.732角筋.1 224000-max(3400/6,400,500)+max(2900/6,400,500)4 15.732 46.881箍筋.1 82*((400-2*20)+(400-2*20))+2*(11.9*d)31 50.53 19.959箍筋.28 (400-2*20)+2*(11.9*d) 62 34.1 13.47构件名称：KZ-1[3069] 构件数量：2 本构件钢筋重：116.344Kg B边纵筋.1 184000-max(2530/6,400,500)+max(2950/6,400,500)4 16 32H边纵筋.1 184000-max(2530/6,400,500)+max(2950/6,400,500)4 16 32角筋.1 224000-max(2530/6,400,500)+max(2950/6,400,500)8 32 95.36箍筋.1 82*((400-2*20)+(400-2*20))+2*(11.9*d)68 110.84 43.782箍筋.28 (400-2*20)+2*(11.9*d) 136 74.8 29.546楼层名称：第3层（绘图输入）钢筋总重：34924.704Kg筋号级别直径钢筋图形计算公式总根数总长m 总重kg 构件名称：KZ-1[3424] 构件数量：6 本构件钢筋重：91.624KgB边纵筋.1 183470-max(2900/6,400,500)-570+600-212 35.76 71.52H边纵筋.1 183470-max(2900/6,400,500)-570+600-212 35.76 71.52角筋.1 223470-max(2900/6,400,500)-570+600-20+12*d24 77.856 232.011箍筋.1 82*((400-2*20)+(400-2*20))+2*(11.9*d)162 264.06 104.304箍筋.28 (400-2*20)+2*(11.9*d) 324 178.2 70.389构件名称：KZ-1[3429] 构件数量：1 本构件钢筋重：93.352Kg B边纵筋.1 183470-max(2950/6,400,500)-520+550-20+12*d2 6.392 12.784H边纵筋.1 183470-max(2950/6,400,500)-520+550-20+12*d2 6.392 12.784角筋.1 223470-max(2950/6,400,500)-520+550-20+12*d4 12.976 38.668箍筋.1 82*((400-2*20)+(400-2*20))+2*(11.9*d)27 44.01 17.384箍筋.28 (400-2*20)+2*(11.9*d) 54 29.7 11.732 楼层名称：基础层（绘图输入）钢筋总重：16296Kg筋号级别直径钢筋图形计算公式总根数总长m 总重kg 构件名称：KL-8[2514] 构件数量：1 本构件钢筋重：860.097Kg1跨.上通长筋118 0.5*1100+5*d+56500+0.5*1100+5*d 2 115.56 231.121跨.侧面受扭通长筋1 120.5*1100+5*d+56500+0.5*1100+5*d+35284 244.992 217.5531跨.下通长筋116 0.5*1100+5*d+56500+0.5*1100+5*d 2 115.52 182.522 1跨.箍筋1 82*((250-2*20)+(550-2*20))+2*(11.9*d)39 63.57 25.111跨.拉筋16 (250-2*20)+2*(75+1.9*d) 32 12.256 3.187 2跨.箍筋1 82*((250-2*20)+(550-2*20))+2*(11.9*d)46 74.98 29.6172跨.拉筋16 (250-2*20)+2*(75+1.9*d) 40 15.32 3.983 3跨.箍筋1 82*((250-2*20)+(550-2*20))+2*(11.9*d)46 74.98 29.6173跨.拉筋16 (250-2*20)+2*(75+1.9*d) 38 14.554 3.784 4跨.箍筋1 82*((250-2*20)+(550-2*20))+2*(11.9*d)46 74.98 29.6174跨.拉筋16 (250-2*20)+2*(75+1.9*d) 38 14.554 3.7845跨.箍筋1 82*((250-2*20)+(550-2*20))+2*(11.9*d)46 74.98 29.6175跨.拉筋16 (250-2*20)+2*(75+1.9*d) 38 14.554 3.784 6跨.箍筋1 82*((250-2*20)+(550-2*20))+2*(11.9*d)46 74.98 29.6176跨.拉筋16 (250-2*20)+2*(75+1.9*d) 38 14.554 3.784 7跨.箍筋1 82*((250-2*20)+(550-2*20))+2*(11.9*d)46 74.98 29.6177跨.拉筋16 (250-2*20)+2*(75+1.9*d) 38 14.554 3.784楼层名称：首层（绘图输入）钢筋总重：43818.446Kg 筋号级别直径钢筋图形计算公式总根数总长m 总重kg 构件名称：L2-10[2642] 构件数量：1 本构件钢筋重：407.225Kg 1跨.上通长筋125 200-20+15*d+18375+250-20+15*d 2 39.07 150.421跨.侧面构造通长筋110 15*d+18375+15*d+300 4 75.9 46.831跨.下部钢筋116 12*d+2050+12*d 2 4.868 7.6912跨.右支座筋125 8450/4+300+8450/4 2 9.052 34.85下部钢筋120 12*d+8450+12*d 2 17.86 44.1143跨.下部钢筋120 12*d+4650+12*d 3 15.39 38.0134跨.下部钢筋120 12*d+2475+12*d 3 8.865 21.897 1跨.箍筋1 82*((200-2*20)+(500-2*20))+2*(11.9*d)11 15.73 6.2131跨.拉筋16 (200-2*20)+2*(75+1.9*d) 12 3.996 1.039 2跨.箍筋1 82*((200-2*20)+(500-2*20))+2*(11.9*d)43 61.49 24.2892跨.拉筋16 (200-2*20)+2*(75+1.9*d) 44 14.652 3.81 3跨.箍筋1 82*((200-2*20)+(500-2*20))+2*(11.9*d)24 34.32 13.5563跨.拉筋16 (200-2*20)+2*(75+1.9*d) 26 8.658 2.251 4跨.箍筋1 82*((200-2*20)+(500-2*20))+2*(11.9*d)13 18.59 7.3434跨.拉筋16 (200-2*20)+2*(75+1.9*d) 14 4.662 1.212上部梁垫铁.125 200-2*20 3 0.48 1.8483跨.上部梁垫铁.125 200-2*20 3 0.48 1.848楼层名称：第2层（绘图输入）钢筋总重：41362.321Kg 筋号级别直径钢筋图形计算公式总根数总长m 总重kg 构件名称：KL3-18[3131] 构件数量：1 本构件钢筋重：197.198Kg 1跨.上通长筋118 400-20+15*d+8200+400-20+15*d 2 19 381跨.左支座筋118 400-20+15*d+8200/4 2 5.4 10.81跨.右支座筋118 8200/4+400-20+15*d 2 5.4 10.81跨.侧面构造筋110 15*d+8200+15*d+150 4 34.6 21.3481跨.下部钢筋120 400-20+15*d+8200+400-20+15*d 3 28.68 70.84 1跨.箍筋1 82*((200-2*20)+(550-2*20))+2*(11.9*d)61 93.33 36.8651跨.拉筋16 (200-2*20)+2*(75+1.9*d) 56 18.648 4.8481跨.上部梁垫铁.125 200-2*20 6 0.96 3.696 楼层名称：第3层（绘图输入）钢筋总重：34924.704Kg筋号级别直径钢筋图形计算公式总根数总长m 总重kg 构件名称：KL4-6[3462] 构件数量：1本构件钢筋重：247.563Kg1跨.上通长筋122 400-20+15*d+6800+400-20+15*d 2 16.44 48.9911跨.右支座筋122 6800/3+400-20+15*d 1 2.977 8.8711跨.侧面受扭筋112 400-20+15*d+6800+400-20+15*d 4 31.68 28.1321跨.下部钢筋120 400-20+15*d+6800+400-20+15*d 2 16.32 40.311跨.下部钢筋322 400-20+15*d+6800+400-20+15*d 2 16.44 48.9911跨.箍筋1 102*((200-2*20)+(550-2*20))+2*(11.9*d)68 107.304 66.2071跨.拉筋16 (200-2*20)+2*(75+1.9*d) 70 23.31 6.061构件名称：B-100[989] 构件数量：1 本构件钢筋重：102.766KgSLJ-1.18 2450+max(200/2,5*d)+max(250/2,5*d) 48 128.4 50.718SLJ-1 .1 89600+max(200/2,5*d)+max(200/2,5*d)+33613 131.768 52.048构件名称：B-100[988] 构件数量：1 本构件钢筋重：137.082KgSLJ-1 .1 813050+max(200/2,5*d)+max(250/2,5*d)+33613 176.943 69.892SLJ-1.18 2475+max(250/2,5*d)+max(200/2,5*d) 63 170.1 67.19构件名称：B-100[1005] 构件数量：1 本构件钢筋重：444.648KgSLJ-1 .1 842500+max(300/2,5*d)+max(200/2,5*d)+168013 577.59 228.148SLJ-1.18 2475+max(250/2,5*d)+max(200/2,5*d) 203 548.1 216.5构件名称：B-100[991] 构件数量：1 本构件钢筋重：75.81KgSLJ-1.18 6950+max(300/2,5*d)+max(250/2,5*d) 13 93.925 37.1SLJ-1.18 2600+max(200/2,5*d)+max(200/2,5*d) 35 98 38.71构件名称：B-120[950] 构件数量：1 本构件钢筋重：174.35Kg构件位置：<3-100,G-1633><2,G-1633>;<2+1500,H><2+1500,F>SLJ-1.18 4300+max(300/2,5*d)+max(200/2,5*d) 48 218.4 86.268SLJ-1 .1 89600+max(200/2,5*d)+max(200/2,5*d)+33622 222.992 88.082构件名称：B-110[953] 构件数量：1 本构件钢筋重：1807.613KgSLJ-1 .1 816600+max(300/2,5*d)+max(300/2,5*d)+6721 17.572 6.941SLJ-1 .2 833400+max(300/2,5*d)+max(300/2,5*d)+134466 2312.904 913.597SLJ-1 .1 813550+max(200/2,5*d)+max(250/2,5*d)+33680 1128.88 445.908SLJ-1 .2 813400+max(200/2,5*d)+max(250/2,5*d)+33680 1116.88 441.168构件名称：B-100[1004] 构件数量：1 本构件钢筋重：9.622KgKBSLJ-1.18 600+700+200-20+15*d+100-2*15 13 21.71 8.575KBSLJ-1[2791].16 875+150+150 2 2.35 0.611KBSLJ-1[2791].26 1375+150+150 1 1.675 0.436构件名称：B-100[1015] 构件数量：1 本构件钢筋重：9.955KgKBSLJ-1.18 600+700+100-2*15+35*d 13 21.45 8.473KBSLJ-1[2792].16 1375+150+150 2 3.35 0.871KBSLJ-1[2792].26 875+150+150 2 2.35 0.611构件名称：B-100[1019] 构件数量：1 本构件钢筋重：94.666KgKBSLJ-2.110 4200+950+1000+110-2*15+100-2*15 8 50.4 31.097KBSLJ-2[2793].16 800+150-100 3 2.55 0.663KBSLJ8 1800+1000+1050+110-2*15+100-2*15 13 52 20.54 -6.1KBSLJ-6[286 1100-75+150 3 3.525 0.917 01].1KBSLJ8 1800+1000+1050+110-2*15+100-2*15 25 100 39.5 -6.1KBSLJ6 2200+150+150 3 7.5 1.95 -6[2802].1构件名称：FJ-3 构件数量：1本构件钢筋重：2.591KgFJ-3[8 400+70+250-20+15*d 8 6.56 2.591 2840].1构件名称：FJ-4 构件数量：1 本构件钢筋重：1.469Kg FJ-4[2841]8 200+70+250-20+15*d 3 1.86 0.735 .1FJ-4[8 200+250-20+15*d+70 3 1.86 0.735 2842].1构件名称：FJ-5 构件数量：1 本构件钢筋重：38.275Kg FJ-5[10 1100+1100+70+90 22 51.92 32.035 2843].1FJ-5[6 3100+150+150 4 13.6 3.536 2843].1FJ-5[2843]6 2300+150+150 4 10.4 2.704 .2。
钢筋明细表
工程名称：温馨家园农贸市场编制日期：2015-11-26筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg构件数量：1B边纵筋.1163600-1580+3850/3+1*max(35*d,500)223.8637.72612.207B边纵筋.2163600-950+3850/322 3.9337.86612.428H边纵筋.1163600-1580+3850/3+1*max(35*d,500)22 3.8637.72612.207H边纵筋.2163600-950+3850/322 3.9337.86612.428角筋.1183600-950+3850/322 3.9337.86615.732角筋.2183600-1650+3850/3+1*max(35*d,500)22 3.8637.72615.452箍筋.1102*((500-2*20)+(500-2*20))+2*(11.9*d)3030 2.07862.3438.464箍筋.2102*(((500-2*20-2*d-18)/3*1+18+2*d)+(500-2*20))+2*(11.9*d)6060 1.51590.956.085构件数量：16B边纵筋.1163600-1580+3700/3+1*max(35*d,500)2323.813122.016192.785构件位置：<1,A>构件名称：KZ-2[1295]本构件钢筋重：173.972Kg 构件位置：<3,A>;<5,A>;<1,B>;<1,C>;<1,D>;<1,E>;<1,F>;<7,C>;<8,D>;<8,E>;<6,J>;<7,J>;<8,F>;<5,J>;<0-1,6>;<0-1,C>钢筋计算书楼层名称：第-1层（绘图输入）构件名称：KZ-2[1294]本构件钢筋重：175.004Kg工程名称：温馨家园农贸市场 编制日期：2015-11-26B边纵筋.2163600-950+3700/32323.883124.256196.324H边纵筋.1163600-1580+3700/3+1*max(35*d,500)232 3.813122.016192.785H边纵筋.2163600-950+3700/3232 3.883124.256196.324角筋.1183600-950+3700/3232 3.883124.256248.512角筋.2183600-1650+3700/3+1*max(35*d,500)232 3.813122.016244.032箍筋.1102*((500-2*20)+(500-2*20))+2*(11.9*d)30480 2.078997.44615.42箍筋.2102*(((500-2*20-2*d-18)/3*1+18+2*d)+(500-2*20))+2*(11.9*d)60960 1.5151454.4897.365构件数量：4B边纵筋.1163600-1663+3850/3+1*max(35*d,500)28 3.7830.2447.779B边纵筋.2163600-1033+3850/328 3.8530.848.664H边纵筋.1163600-1663+3850/3+1*max(35*d,500)28 3.7830.2447.779H边纵筋.2163600-1033+3850/328 3.8530.848.664构件位置：<6,A>;<1,J>;<8,C>;<8,J>构件名称：KZ-2[1297]本构件钢筋重：173.291Kg工程名称：温馨家园农贸市场 编制日期：2015-11-26角筋.1183600-1033+3850/3283.8530.861.6角筋.2183600-1733+3850/3+1*max(35*d,500)28 3.7830.2460.48箍筋.1102*((500-2*20)+(500-2*20))+2*(11.9*d)30120 2.078249.36153.855箍筋.2102*(((500-2*20-2*d-18)/3*1+18+2*d)+(500-2*20))+2*(11.9*d)60240 1.515363.6224.341构件数量：17B边纵筋.1163601-1510+3700/3+1*max(35*d,500)2343.884132.056208.648B边纵筋.2163600-950-750+750234 2.6590.1142.358B边纵筋.3163601-1510+3700/3234 3.324113.016178.565H边纵筋.1163601-1510+3700/3234 3.324113.016178.565H边纵筋.2163601-1510+3700/3+1*max(35*d,500)234 3.884132.056208.648H边纵筋.3163600-950-750+750234 2.6590.1142.358角筋.1203600-950+3700/3234 3.883132.022326.094构件名称：KZ-3[1315]本构件钢筋重：249.233Kg构件位置：<3,B>;<5,B>;<6,B>;<3,C>;<3,D>;<3,E>;<6,C>;<5,C>;<6,D>;<5,D>;<5,E>;<6,E>;<7,D>;<7,E>;<6,F>;<7,F>;<2,F>工程名称：温馨家园农贸市场 编制日期：2015-11-26角筋.2203600-950+3700/3+1*max(35*d,500)234 4.583155.822384.88插筋.1162850/3+1*max(35*d,500)+1.2*35*d 8136 2.182296.752468.868插筋.2202850/3+1.2*35*d468 1.79121.72300.648箍筋.1102*((500-2*20)+(500-2*20))+2*(11.9*d)30510 2.0781059.78653.884箍筋.2102*(((500-2*20-2*d-20)/4*2+20+2*d)+(500-2*20))+2*(11.9*d)601020 1.6581691.161043.446构件数量：2B边纵筋.1163600-1580+3700/3+1*max(35*d,500)24 3.81315.25224.098B边纵筋.2163600-950+3700/324 3.88315.53224.541H边纵筋.1163600-1580+3700/3+1*max(35*d,500)24 3.81315.25224.098H边纵筋.2163600-950+3700/324 3.88315.53224.541角筋.1183600-950+3700/324 3.88315.53231.064角筋.2183600-1650+3700/3+1*max(35*d,500)24 3.81315.25230.504构件位置：<5,F>;<4,F>构件名称：KZ-4[1332]本构件钢筋重：173.972Kg工程名称：温馨家园农贸市场 编制日期：2015-11-26箍筋.1102*((500-2*20)+(500-2*20))+2*(11.9*d)3060 2.078124.6876.928箍筋.2102*(((500-2*20-2*d-18)/3*1+18+2*d)+(500-2*20))+2*(11.9*d)60120 1.515181.8112.171构件数量：2B边纵筋.1163600-1580+3700/3+1*max(35*d,500)24 3.81315.25224.098B边纵筋.2163600-950+3700/324 3.88315.53224.541H边纵筋.1143600-1580+49*d+3700/3+1*(0.3*56*d+56*d)+56*1424 5.74222.96827.791H边纵筋.2143600-950+49*d+3700/3+56*1424 5.35321.41225.909角筋.1183600-950+3700/324 3.88315.53231.064角筋.2183600-1650+3700/3+1*max(35*d,500)24 3.81315.25230.504箍筋.182*((500-2*20)+(500-2*20))+2*(11.9*d)4488 2.03178.6470.563箍筋.282*(((500-2*20-2*d-18)/3*1+18+2*d)+(500-2*20))+2*(11.9*d)88176 1.462257.312101.638构件数量：4构件位置：<0-2,0-1>;<0-3,0-1>;<0-3,7>;<0-2,B>构件名称：KZ-5[1334]本构件钢筋重：168.054Kg构件位置：<2,J>;<4,J>构件名称：KZ-6[1336]本构件钢筋重：53.063Kg工程名称：温馨家园农贸市场 编制日期：2015-11-26全部纵筋.1163600-1510-750+750416 2.0933.4452.835全部纵筋.2163600-950-750-max(2850/6,800,500)28 1.18.813.904箍筋.18PI*760+2*11.9*d+max(30*d,300)32128 2.878368.384145.512构件数量：4B边纵筋.1163600-1593-500+500-25+12*d28 2.17417.39227.479 B边纵筋.2163600-1033-500+500-25+12*d28 2.73421.87234.558 H边纵筋.1163600-1593-500+500-25+12*d28 2.17417.39227.479 H边纵筋.2163600-1033-500+500-25+12*d28 2.73421.87234.558角筋.1203600-1033-500+500-25+12*d28 2.78222.25654.972角筋.2203600-1733-500+500-25+12*d28 2.08216.65641.14箍筋.182*((500-2*25)+(500-2*25))+2*(11.9*d)30120 1.99238.894.326箍筋.282*(((500-2*25-2*d-20)/3*1+20+2*d)+(500-2*25))+2*(11.9*d)60240 1.438345.12136.322构件数量：1构件名称：KZ-1[1342]本构件钢筋重：112.709Kg构件位置：<1-1,A>;<1-1,C>;<1-1,D>;<1-1,E>构件名称：KZ-1[1343]本构件钢筋重：111.025Kg工程名称：温馨家园农贸市场 编制日期：2015-11-26 B边纵筋.1163600-1560-600+600-2522 2.015 4.03 6.367B边纵筋.2163600-1000-600+600-2522 2.575 5.158.137H边纵筋.1163600-1560-600+600-2522 2.015 4.03 6.367H边纵筋.2163600-1000-600+600-2522 2.575 5.158.137角筋.1203600-1000-600+600-25+12*d22 2.815 5.6313.906角筋.2203600-1700-600+600-25+12*d22 2.115 4.2310.448箍筋.182*((500-2*25)+(500-2*25))+2*(11.9*d)3030 1.9959.723.582箍筋.282*(((500-2*25-2*d-20)/3*1+20+2*d)+(500-2*25))+2*(11.9*d)6060 1.43886.2834.081构件数量：13全部纵筋.1123600-600+10*d452 3.12162.24144.069构造柱预留筋.11256*d+40*d452 1.15259.90453.195箍筋.162*((250-2*25)+(200-2*25))+2*(75+1.9*d)162080.873181.58447.212构件位置：<1-1,B>构件名称：GZ-1[1734]本构件钢筋重：18.806Kg 构件位置：<1/2,A>;<1/3,A>;<1/5,A>;<1/D,1>;<1/1,1/E>;<3/1,1/E>;<7+4100,J>;<1/5,J>;<E/1,8>;<1/D,8>;<1/C,8>;<F/1,8>;<1/B+100,1>工程名称：温馨家园农贸市场 编制日期：2015-11-26构件数量：4全部纵筋.1123600-750+10*d416 2.9747.5242.198构造柱预留筋.11256*d+40*d416 1.15218.43216.368箍筋.162*((250-2*25)+(200-2*25))+2*(75+1.9*d)15600.87352.3813.619构件数量：1全部纵筋.1123600-500+10*d44 3.2212.8811.437构造柱预留筋.11256*d+40*d44 1.152 4.608 4.092箍筋.162*((250-2*25)+(200-2*25))+2*(75+1.9*d)17170.87314.841 3.859构件数量：1墙身水平钢筋.11230800+500-20+500-20+1512323233.2721064.704945.457墙在基础左侧水平筋.11230800+500-20+500-20+15122233.27266.54459.091墙在基础右侧水平筋.11230800+500-20+500-20+15122233.27266.54459.091墙身垂直钢筋.1123100-20+10*d148148 3.2473.6420.557构件位置：<1-1,A><1-1,E>构件位置：<1,B-4000>;<1/1,F>;<3/1,F>;<1/B+100,5>构件名称：GZ-1[1740]本构件钢筋重：19.388Kg构件位置：<E/1,1>构件名称：JLQ-1[1788]本构件钢筋重：2247.595Kg 构件名称：GZ-1[1737]本构件钢筋重：18.046Kg工程名称：温馨家园农贸市场 编制日期：2015-11-26墙身垂直钢筋.2123100-500-1.2*35*d-20+10*d 148148 2.196325.008288.607墙身插筋.11242*12+600-25+6*d148148 1.151170.348151.269墙身插筋.21242*12+500+1.2*35*d+600-25+6*d 148148 2.155318.94283.219墙身拉筋.16(300-2*20)+2*(75+1.9*d)3583580.433155.01440.304构件数量：1墙身水平钢筋.11230100+500-20+500-20+1512161632.572521.152462.783墙在基础左侧水平筋.11230100+500-20+500-20+15122232.57265.14457.848墙身水平钢筋.21230100+500-20+500-20+1512161632.572521.152462.783墙在基础右侧水平筋.11230100+500-20+500-20+15122232.57265.14457.848墙身垂直钢筋.1123100-20+10*d145145 3.2464412.032墙身垂直钢筋.2123100-500-1.2*35*d-20+10*d145145 2.196318.42282.757墙身插筋.11242*12+600-25+6*d145145 1.151166.895148.203构件名称：JLQ-1[1790]本构件钢筋重：2201.247Kg构件位置：<1-1,A><6,A>工程名称：温馨家园农贸市场 编制日期：2015-11-26墙身插筋.21242*12+500+1.2*35*d+600-25+6*d1451452.155312.475277.478墙身拉筋.16(300-2*20)+2*(75+1.9*d)3513510.433151.98339.516构件数量：1墙身水平钢筋.1123210+500-20+500-201717 4.1770.8962.95墙在基础左侧水平筋.1123210+500-20+500-2022 4.178.347.406墙身水平钢筋.2123210+500-20+500-201717 4.1770.8962.95墙在基础右侧水平筋.1123210+500-20+500-2022 4.178.347.406墙身垂直钢筋.1123100-20+10*d 1717 3.254.448.307墙身垂直钢筋.2123100-500-1.2*35*d-20+10*d 1717 2.19637.33233.151墙身插筋.11242*12+600-25+6*d 1717 1.15119.56717.375墙身插筋.21242*12+500+1.2*35*d+600-25+6*d 1717 2.15536.63532.532墙身拉筋.16(300-2*20)+2*(75+1.9*d)43430.43318.619 4.841构件数量：1构件位置：<6,A><0-1+250,6>构件名称：JLQ-1[1800]本构件钢筋重：1383.576Kg构件名称：JLQ-1[1792]本构件钢筋重：276.919Kg工程名称：温馨家园农贸市场 编制日期：2015-11-26墙身水平钢筋.11218602+500-20+500-20+1008171720.57349.69310.525墙在基础左侧水平筋.11218602+500-20+500-20+10082220.5741.1436.532墙身水平钢筋.21219005-20+10*d-20+10*d+504171719.709335.053297.527墙在基础右侧水平筋.11219005-20+10*d-20+10*d+5042219.70939.41835.003墙身垂直钢筋.1123100-20+10*d8888 3.2281.6250.061墙身垂直钢筋.2123100-500-1.2*35*d-20+10*d8888 2.196193.248171.604墙身插筋.11242*12+600-25+6*d8888 1.151101.28889.944墙身插筋.21242*12+500+1.2*35*d+600-25+6*d8888 2.155189.64168.4墙身拉筋.16(300-2*20)+2*(75+1.9*d)2132130.43392.22923.98构件数量：1墙身水平钢筋.1123610+500-20+500-203434 4.57155.38137.977墙在基础左侧水平筋.1123610+500-20+500-2022 4.579.148.116构件位置：<0-1+10,C><8,C>构件位置：<0-1,6+250><0-1,C-250>构件名称：JLQ-1[1802]本构件钢筋重：306.547Kg工程名称：温馨家园农贸市场 编制日期：2015-11-26墙在基础右侧水平筋.1123610+500-20+500-2022 4.579.148.116墙身垂直钢筋.1123100-20+10*d 1919 3.260.853.99墙身垂直钢筋.2123100-500-1.2*35*d-20+10*d 1919 2.19641.72437.051墙身插筋.11242*12+600-25+6*d1919 1.15121.86919.42墙身插筋.21242*12+500+1.2*35*d+600-25+6*d1919 2.15540.94536.359墙身拉筋.16(300-2*20)+2*(75+1.9*d)49490.43321.217 5.516构件数量：1墙身水平钢筋.11230100+500-20+500-20+1512161632.572521.152462.783墙在基础左侧水平筋.11230100+500-20+500-20+15122232.57265.14457.848墙身水平钢筋.21230100+500-20+500-20+1512161632.572521.152462.783墙在基础右侧水平筋.11230100+500-20+500-20+15122232.57265.14457.848墙身垂直钢筋.1123100-20+10*d144144 3.2460.8409.19构件名称：JLQ-1[1804]本构件钢筋重：2193.407Kg构件位置：<8,C><8,J>工程名称：温馨家园农贸市场 编制日期：2015-11-26墙身垂直钢筋.2123100-500-1.2*35*d-20+10*d 144144 2.196316.224280.807墙身插筋.11242*12+600-25+6*d144144 1.151165.744147.181墙身插筋.21242*12+500+1.2*35*d+600-25+6*d 144144 2.155310.32275.564墙身拉筋.16(300-2*20)+2*(75+1.9*d)3503500.433151.5539.403构件数量：1墙身水平钢筋.11240500+500-20+500-20+2016161643.476695.616617.707墙在基础左侧水平筋.11240500+500-20+500-20+20162243.47686.95277.213墙身水平钢筋.21240500+500-20+500-20+2016161643.476695.616617.707墙在基础右侧水平筋.11240500+500-20+500-20+20162243.47686.95277.213墙身垂直钢筋.1123100-20+10*d193193 3.2617.6548.429墙身垂直钢筋.2123100-500-1.2*35*d-20+10*d193193 2.196423.828376.359墙身插筋.11242*12+600-25+6*d193193 1.151222.143197.263构件位置：<8,J><1,J>构件名称：JLQ-1[1806]本构件钢筋重：2933.799Kg工程名称：温馨家园农贸市场 编制日期：2015-11-26墙身插筋.21242*12+500+1.2*35*d+600-25+6*d1931932.155415.915369.333墙身拉筋.16(300-2*20)+2*(75+1.9*d)4674670.433202.21152.575构件数量：1墙身水平钢筋.11222800+500-20+500-20+1008161624.768396.288351.904墙在基础左侧水平筋.11222800+500-20+500-20+10082224.76849.53643.988墙身水平钢筋.21222800+500-20+500-20+1008161624.768396.288351.904墙在基础右侧水平筋.11222800+500-20+500-20+10082224.76849.53643.988墙身垂直钢筋.1123100-20+10*d 110110 3.2352312.576墙身垂直钢筋.2123100-500-1.2*35*d-20+10*d 110110 2.196241.56214.505墙身插筋.11242*12+600-25+6*d 110110 1.151126.61112.43墙身插筋.21242*12+500+1.2*35*d+600-25+6*d 110110 2.155237.05210.5墙身拉筋.16(300-2*20)+2*(75+1.9*d)2682680.433116.04430.171构件数量：1构件名称：JLQ-1[1811]本构件钢筋重：1671.966Kg构件位置：<1,J><1,D>构件名称：JLQ-1[4116]本构件钢筋重：245.045Kg工程名称：温馨家园农贸市场 编制日期：2015-11-26墙身水平钢筋.1122650-20+42*d/2-20+42*d/21515 3.11446.7141.478墙在基础左侧水平筋.1122650-20+42*d/2-20+42*d/233 3.1149.3428.296墙身水平钢筋.2122150+250-20+15*d+250-20+15*d1515 2.9744.5539.56墙在基础右侧水平筋.1122150+250-20+15*d+250-20+15*d33 2.978.917.912墙身垂直钢筋.1123600+1.2*40*122626 4.176108.57696.415墙身插筋.11242*12+1000-25+6*d1313 1.55120.16317.905墙身插筋.21242*12+500+1.2*35*d+1000-25+6*d1313 2.55533.21529.495墙身拉筋.16(250-2*20)+2*(75+1.9*d)40400.38315.32 3.983构件数量：2墙身水平钢筋.1122750-20+42*d/2-20+42*d/21938 3.214122.132108.453墙在基础左侧水平筋.1122750-20+42*d/2-20+42*d/224 3.21412.85611.416墙身水平钢筋.2122250+250-20+15*d+250-20+15*d1938 3.07116.66103.594构件位置：<1/1,F><3/1,F>构件名称：JLQ-1[4118]本构件钢筋重：263.613Kg构件位置：<3/1,F><3/1,1/E>;<1/1,1/E><1/1,F>工程名称：温馨家园农贸市场 编制日期：2015-11-26墙在基础右侧水平筋.1122250+250-20+15*d+250-20+15*d 24 3.0712.2810.905墙身垂直钢筋.1123600+1.2*40*122856 4.176233.856207.664墙身插筋.11242*12+400-25+15*d 1428 1.05929.65226.331墙身插筋.21242*12+500+1.2*35*d+400-25+15*d1428 2.06357.76451.294墙身拉筋.16(250-2*20)+2*(75+1.9*d)38760.38329.1087.568构件数量：1墙身水平钢筋.112675-20+42*d/2-20+10*d1111 1.00711.0779.836墙身水平钢筋.212675-20+10*d-20+42*d/21111 1.00711.0779.836墙身水平钢筋.3122650-20+42*d/2-20+42*d/255 3.11415.5713.826墙在基础左侧水平筋.1122650-20+42*d/2-20+42*d/233 3.1149.3428.296墙身水平钢筋.412425+250-20+15*d-20+10*d11110.93510.2859.133墙身水平钢筋.512425-20+10*d+250-20+15*d11110.93510.2859.133构件位置：<3/1,1/E><1/1,1/E>构件名称：JLQ-1[4120]本构件钢筋重：168.348Kg工程名称：温馨家园农贸市场 编制日期：2015-11-26墙身水平钢筋.6122150+250-20+15*d+250-20+15*d 55 2.9714.8513.187墙在基础右侧水平筋.1122150+250-20+15*d+250-20+15*d 33 2.978.917.912墙身垂直钢筋.1123600+1.2*40*121212 4.17650.11244.499墙身垂直钢筋.2121400-180-20+10*d+180-20+12*d 1414 1.62422.73620.19墙身插筋.11242*12+750-25+6*d66 1.3017.806 6.932墙身插筋.21242*12+500+1.2*35*d+750-25+6*d66 2.30513.8312.281墙身拉筋.16(250-2*20)+2*(75+1.9*d)33330.38312.639 3.286构件数量：11跨.上通长筋122500-25+15*d+7500+500-25+15*d229.1118.2254.2961跨.左支座筋122500-25+15*d+7500/322 3.305 6.6119.6981跨.右支座筋1207500/3+500-25+15*d22 3.275 6.5516.1791跨.右支座筋3227500/3+500-25+15*d11 3.305 3.3059.849构件名称：KL-1[1474]本构件钢筋重：388.947Kg构件位置：<1,A><1,B>工程名称：温馨家园农贸市场 编制日期：2015-11-261跨.侧面受扭筋11040*d+7500+40*d+560668.8653.1632.81跨.下部钢筋122500-25+15*d+7500+500-25+15*d 449.1136.44108.5911跨.下部钢筋522500-25+15*d+7500+500-25+15*d 229.1118.2254.2961跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9941跨.箍筋1102*((300-2*25)+(750-2*25))+2*(11.9*d)5656 2.138119.72873.8721跨.拉筋16(300-2*25)+2*(75+1.9*d)60600.42325.38 6.5991跨.下部梁垫铁.125300-2*25660.25 1.5 5.775构件数量：11跨.上通长筋125300-25+15*d+14900+500-25+15*d2216.432.8126.281跨.右支座筋1257600/3+500+7600/322 5.56611.13242.8581跨.右支座筋3257600/4+500+7600/444 4.317.266.221跨.侧面构造筋11215*d+14900+15*d+1804415.4461.7654.843构件位置：<2,E><2,J>构件名称：KL-2[1476]本构件钢筋重：760.205Kg工程名称：温馨家园农贸市场 编制日期：2015-11-261跨.下部钢筋125300-25+15*d+7600+40*d449.2537142.452跨.右支座筋1226800/3+500-25+15*d11 3.072 3.0729.1552跨.下部钢筋12240*d+6800+500-25+15*d228.48516.9750.5712跨.下部钢筋32540*d+6800+500-25+15*d228.6517.366.6051跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9941跨.箍筋1102*((300-2*25)+(750-2*25))+2*(11.9*d)8282 2.138175.316108.171跨.拉筋16(300-2*25)+2*(75+1.9*d)78780.42332.9948.5782跨.吊筋114200+2*50+2*20*d+2*1.414*(750-2*25)22 2.84 5.68 6.8732跨.吊筋214250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9942跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)6666 2.09137.9454.4862跨.拉筋16(300-2*25)+2*(75+1.9*d)48480.42320.304 5.2791跨.上部梁垫铁.125300-2*25220.250.5 1.925工程名称：温馨家园农贸市场 编制日期：2015-11-262跨.上部梁垫铁.125300-2*25220.250.5 1.925构件数量：11跨.上通长筋125500-25+15*d+30800+500-25+15*d 2232.565250.251跨.左支座筋122500-25+15*d+7500/322 3.305 6.6119.6981跨.右支座筋1257500/3+500+7500/322 5.51142.351跨.右支座筋3257500/4+500+7500/422 4.258.532.7251跨.侧面构造通长筋11215*d+30800+15*d+5404431.7126.8112.5981跨.下部钢筋125500-25+15*d+7500+40*d449.3537.4143.991跨.下部钢筋525500-25+15*d+7500+40*d449.3537.4143.992跨.右支座筋1257500/3+500+7500/322 5.51142.352跨.下部钢筋12540*d+7500+40*d449.538146.32跨.下部钢筋52040*d+7500+40*d229.118.244.954构件名称：KL-3[1478]本构件钢筋重：1706.169Kg构件位置：<3,A><3,E>工程名称：温馨家园农贸市场 编制日期：2015-11-263跨.右支座筋1257500/3+500+7500/322 5.51142.353跨.右支座筋3207500/4+500+7500/422 4.258.520.9953跨.下部钢筋12540*d+6800+40*d448.835.2135.524跨.右支座筋1257500/3+500-25+15*d11 3.35 3.3512.8984跨.下部钢筋12540*d+7500+500-25+15*d449.3537.4143.994跨.下部钢筋52540*d+7500+500-25+15*d229.3518.771.9951跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9941跨.箍筋1102*((300-2*25)+(750-2*25))+2*(11.9*d)6464 2.138136.83284.4251跨.拉筋16(300-2*25)+2*(75+1.9*d)52520.42321.996 5.7192跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9942跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)5656 2.09117.0446.2312跨.拉筋16(300-2*25)+2*(75+1.9*d)40400.42316.92 4.399工程名称：温馨家园农贸市场 编制日期：2015-11-263跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9943跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)5252 2.09108.6842.9293跨.拉筋16(300-2*25)+2*(75+1.9*d)36360.42315.228 3.9594跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9944跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)6464 2.09133.7652.8354跨.拉筋16(300-2*25)+2*(75+1.9*d)52520.42321.996 5.7191跨.上部梁垫铁.125300-2*25220.250.5 1.9252跨.上部梁垫铁.125300-2*25220.250.5 1.9253跨.上部梁垫铁.125300-2*25220.250.5 1.9254跨.上部梁垫铁.125300-2*25220.250.5 1.9251跨.下部梁垫铁.125300-2*25660.25 1.5 5.7752跨.下部梁垫铁.125300-2*25660.25 1.5 5.775工程名称：温馨家园农贸市场 编制日期：2015-11-264跨.下部梁垫铁.125300-2*25660.25 1.5 5.775构件数量：11跨.上通长筋122300-25+15*d+14900+500-25+15*d 2216.3132.6297.2081跨.右支座筋1227600/3+500+7600/322 5.56611.13233.1731跨.右支座筋3227600/4+500+7600/444 4.317.251.2561跨.侧面构造筋11215*d+14900+15*d+1804415.4461.7654.8431跨.下部钢筋120300-25+15*d+7600+40*d228.97517.9544.3371跨.下部钢筋325300-25+15*d+7600+40*d229.2518.571.2252跨.右支座筋1186800/3+500-25+15*d11 3.012 3.012 6.0242跨.下部钢筋12040*d+6800+500-25+15*d118.3758.37520.6862跨.下部钢筋22540*d+6800+500-25+15*d228.6517.366.6051跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.994构件位置：<4,E><4,J>构件名称：KL-4[1480]本构件钢筋重：586.356Kg工程名称：温馨家园农贸市场 编制日期：2015-11-261跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)8282 2.09171.3867.6951跨.拉筋16(300-2*25)+2*(75+1.9*d)78780.42332.9948.5782跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9942跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)5252 2.09108.6842.9292跨.拉筋16(300-2*25)+2*(75+1.9*d)36360.42315.228 3.9591跨.上部梁垫铁.125300-2*25220.250.5 1.9252跨.上部梁垫铁.125300-2*25220.250.5 1.925构件数量：11跨.上通长筋125500-25+15*d+46100+500-25+15*d2247.895.6368.061跨.左支座筋122500-25+15*d+7500/322 3.305 6.6119.6981跨.右支座筋1257500/3+500+7500/322 5.51142.351跨.右支座筋3257500/4+500+7500/433 4.2512.7549.088构件名称：KL-5[1495]本构件钢筋重：2565.182Kg构件位置：<5,A><5,J>工程名称：温馨家园农贸市场 编制日期：2015-11-261跨.侧面1215*d+7500+15*d447.8631.4427.919构造筋11跨.下部25500-25+15*d+7500+40*d559.3546.75179.988钢筋11跨.下部25500-25+15*d+7500+40*d339.3528.05107.993钢筋62跨.右支257500/3+500+7500/311 5.5 5.521.175座筋12跨.右支257500/3+500+7500/311 5.5 5.521.175座筋22跨.右支257500/4+500+7500/422 4.258.532.725座筋32跨.侧面1240*d+7500+40*d668.4650.7645.075受扭筋12跨.下部2540*d+7500+40*d559.547.5182.875钢筋12跨.下部2540*d+7500+40*d339.528.5109.725钢筋63跨.右支257500/3+500+7500/322 5.51142.35座筋13跨.侧面1215*d+14800+15*d+1804415.3461.3654.488构造筋13跨.下部2540*d+6800+40*d448.835.2135.52钢筋1工程名称：温馨家园农贸市场 编制日期：2015-11-264跨.右支座筋1257500/3+500+7500/322 5.51142.354跨.下部钢筋12540*d+7500+40*d449.538146.34跨.下部钢筋52540*d+7500+40*d229.51973.155跨.右支座筋1227500/3+500+7500/322 5.51132.785跨.侧面受扭筋11240*d+7500+40*d668.4650.7645.0755跨.下部钢筋12240*d+7500+40*d449.2637.04110.3796跨.右支座筋1226800/3+500-25+15*d11 3.072 3.0729.1556跨.侧面构造筋11215*d+6800+15*d447.1628.6425.4326跨.下部钢筋12540*d+6800+500-25+15*d448.6534.6133.216跨.下部钢筋52040*d+6800+500-25+15*d228.37516.7541.3731跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9941跨.箍筋1102*((300-2*25)+(750-2*25))+2*(11.9*d)6464 2.138136.83284.425工程名称：温馨家园农贸市场 编制日期：2015-11-26 1跨.拉筋16(300-2*25)+2*(75+1.9*d)52520.42321.996 5.7192跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9942跨.箍筋1102*((300-2*25)+(750-2*25))+2*(11.9*d)6464 2.138136.83284.4252跨.拉筋16(300-2*25)+2*(75+1.9*d)78780.42332.9948.5783跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9943跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)5252 2.09108.6842.9293跨.拉筋16(300-2*25)+2*(75+1.9*d)36360.42315.228 3.9594跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9944跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)5656 2.09117.0446.2314跨.拉筋16(300-2*25)+2*(75+1.9*d)40400.42316.92 4.3995跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9945跨.吊筋214250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.994工程名称：温馨家园农贸市场 编制日期：2015-11-265跨.箍筋162*((300-2*25)+(750-2*25))+2*(75+1.9*d)8787 2.073180.35146.8915跨.拉筋16(300-2*25)+2*(75+1.9*d)1141140.42348.22212.5386跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9946跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)5252 2.09108.6842.9296跨.拉筋16(300-2*25)+2*(75+1.9*d)36360.42315.228 3.9591跨.上部梁垫铁.125300-2*25220.250.5 1.9252跨.上部梁垫铁.125300-2*25440.251 3.853跨.上部梁垫铁.125300-2*25220.250.5 1.9251跨.下部梁垫铁.125300-2*25660.25 1.5 5.7752跨.下部梁垫铁.125300-2*25660.25 1.5 5.7754跨.下部梁垫铁.125300-2*25660.25 1.5 5.7756跨.下部梁垫铁.125300-2*25550.25 1.25 4.813构件数量：1构件名称：KL-7[1503]本构件钢筋重：319.727Kg工程名称：温馨家园农贸市场 编制日期：2015-11-261跨.上通长筋11840*d+11599+582-25+15*d2213.14626.29252.5841跨.右支座筋11840*d+2188+800+8611/322 6.57813.15626.3121跨.侧面构造筋11215*d+11599+15*d+1804412.13948.55643.1181跨.下部钢筋11840*d+2188+40*d22 3.6287.25614.5122跨.右支座筋1168611/3+582-25+15*d22 3.6677.33411.5882跨.下部钢筋12040*d+8611+582-25+15*d4410.26841.072101.4481跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)2222 2.0945.9818.1621跨.拉筋16(300-2*25)+2*(75+1.9*d)14140.423 5.922 1.542跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)5555 2.09114.9545.4052跨.拉筋16(300-2*25)+2*(75+1.9*d)46460.42319.458 5.059构件数量：11跨.上通长筋118572-25+15*d+11604+40*d2213.14126.28252.564构件位置：<0-2,0-1><6,C>构件名称：KL-9[1507]本构件钢筋重：338.955Kg构件位置：<6,C><0-3,0-1>工程名称：温馨家园农贸市场 编制日期：2015-11-261跨.左支座筋122572-25+15*d+8710/322 3.787.5622.5291跨.右支座筋1188710/3+800+2094+40*d 11 6.517 6.51713.0341跨.侧面构造筋11215*d+11604+15*d+1806612.14472.86464.7031跨.下部钢筋120572-25+15*d+8710+40*d 4410.35741.428102.3272跨.下部钢筋11640*d+2094+40*d22 3.374 6.74810.6621跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)5656 2.09117.0446.2311跨.拉筋16(300-2*25)+2*(75+1.9*d)69690.42329.1877.5892跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)2121 2.0943.8917.3372跨.拉筋16(300-2*25)+2*(75+1.9*d)18180.4237.614 1.98构件数量：11跨.上通长筋11440*d+4055+40*d22 5.17510.3512.5241跨.左支座筋11440*d+4055/322 1.912 3.824 4.627构件位置：<0-2,B><0-3,7>构件名称：KL-8[1509]本构件钢筋重：101.35Kg工程名称：温馨家园农贸市场 编制日期：2015-11-261跨.右支座筋1144055/3+40*d 22 1.912 3.824 4.6271跨.侧面受扭筋11240*d+4055+40*d 66 5.01530.0926.721跨.下部钢筋11840*d+4055+40*d 22 5.49510.9921.981跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)3333 2.0968.9727.2431跨.拉筋16(300-2*25)+2*(75+1.9*d)33330.42313.959 3.629构件数量：11跨.上通长筋125800-25+15*d+34538+500-25+15*d2236.53873.076281.3431跨.右支座筋1256800/3+500+6800/322 5.03410.06838.7621跨.侧面构造通长筋11215*d+34538+15*d+5404435.438141.752125.8761跨.下部钢筋11840*d+3938+40*d22 5.37810.75621.5122跨.右支座筋1257500/3+500+7500/322 5.51142.352跨.右支座筋3257500/4+500+7500/422 4.258.532.725构件名称：KL-10[1511]本构件钢筋重：1974.93Kg构件位置：<0-3,7><7,J>工程名称：温馨家园农贸市场 编制日期：2015-11-262跨.下部2540*d+6800+40*d448.835.2135.52钢筋12跨.下部2540*d+6800+40*d228.817.667.76钢筋53跨.右支257500/3+500+7500/322 5.51142.35座筋13跨.右支257500/4+500+7500/422 4.258.532.725座筋33跨.下部2540*d+7500+40*d449.538146.3钢筋13跨.下部2540*d+7500+40*d339.528.5109.725钢筋54跨.右支257500/3+500+7500/322 5.51142.35座筋14跨.右支257500/4+500+7500/422 4.258.532.725座筋34跨.下部2540*d+7500+40*d449.538146.3钢筋14跨.下部2540*d+7500+40*d229.51973.15钢筋55跨.右支226800/3+500-25+15*d11 3.072 3.0729.155座筋15跨.下部2540*d+6800+500-25+15*d448.6534.6133.21钢筋1工程名称：温馨家园农贸市场 编制日期：2015-11-265跨.下部钢筋52540*d+6800+500-25+15*d228.6517.366.6051跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)3232 2.0966.8826.4181跨.拉筋16(300-2*25)+2*(75+1.9*d)22220.4239.306 2.422跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9942跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)7474 2.09154.6661.0912跨.拉筋16(300-2*25)+2*(75+1.9*d)70700.42329.617.6993跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9943跨.箍筋1102*((300-2*25)+(750-2*25))+2*(11.9*d)6464 2.138136.83284.4253跨.拉筋16(300-2*25)+2*(75+1.9*d)52520.42321.996 5.7194跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9944跨.箍筋182*((300-2*25)+(750-2*25))+2*(11.9*d)6464 2.09133.7652.8354跨.拉筋16(300-2*25)+2*(75+1.9*d)52520.42321.996 5.719工程名称：温馨家园农贸市场 编制日期：2015-11-265跨.吊筋114250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9945跨.吊筋214250+2*50+2*20*d+2*1.414*(750-2*25)22 2.89 5.78 6.9945跨.箍筋1102*((300-2*25)+(750-2*25))+2*(11.9*d)5858 2.138124.00476.515跨.拉筋16(300-2*25)+2*(75+1.9*d)36360.42315.228 3.9592跨.上部梁垫铁.125300-2*25220.250.5 1.9253跨.上部梁垫铁.125300-2*25440.251 3.854跨.上部梁垫铁.125300-2*25440.251 3.855跨.上部梁垫铁.125300-2*25220.250.5 1.9252跨.下部梁垫铁.125300-2*25550.25 1.25 4.8133跨.下部梁垫铁.125300-2*25660.25 1.5 5.7754跨.下部梁垫铁.125300-2*25660.25 1.5 5.7755跨.下部梁垫铁.125300-2*25550.25 1.25 4.813构件数量：1构件名称：KL-11[1513]本构件钢筋重：1593.971Kg工程名称：温馨家园农贸市场 编制日期：2015-11-261跨.上通长筋122500-25+15*d+34696+800-25+15*d2236.60673.212218.1721跨.右支座筋1227700/3+500+7700/333 5.63416.90250.3681跨.侧面构造通长筋11215*d+21900+15*d+3604422.6290.4880.3461跨.下部钢筋118500-25+15*d+5500+40*d 33 6.96520.89541.792跨.右支座筋1227700/3+500+7700/311 5.634 5.63416.7892跨.右支座筋2227700/3+500+7700/311 5.634 5.63416.7892跨.右支座筋3227700/4+500+7700/411 4.35 4.3512.9632跨.右支座筋4227700/4+500+7700/422 4.358.725.9262跨.下部钢筋125500-25+15*d+7700+40*d449.5538.2147.072跨.下部钢筋525500-25+15*d+7700+40*d339.5528.65110.3033跨.右支座筋1227700/3+500+7700/322 5.63411.26833.5793跨.右支座筋3227700/4+500+7700/433 4.3513.0538.889构件位置：<1-1,B><1,B><0-2,B>。
钢筋明细表——精选推荐
钢筋明细表筋号级别直径钢筋图形计算公式根数总根数单长m总长m总重kg 构件数量：2B边纵筋.1204338+550-40+15*d+37*d816 5.88894.208232.694箍筋.182*((490-2*20)+(490-2*20))+2*(11.9*d)3672 1.99143.2856.596构件数量：2B边纵筋.1204338-120+550-40+15*d+37*d816 5.76892.288227.951箍筋.182*((490-2*20)+(490-2*20))+2*(11.9*d)3876 1.99151.2459.74构件数量：4插筋.1141400-90+10*d416 1.4523.228.072构造柱预留筋.11465*d+46*d416 1.55424.86430.085箍筋.182*((240-2*25)+(240-2*25))+2*(11.9*d)8320.9530.412.008构件数量：1插筋.1141400-90+10*d66 1.458.710.527构造柱预留筋.11465*d+46*d66 1.5549.32411.282箍筋.182*((470-2*25)+(370-2*25))+2*(11.9*d)88 1.6713.36 5.277构件数量：1墙⾝⽔平钢筋.1167200+400-15+650+400-墙在基础左侧⽔平筋.1167200+400-15+650+400-15+650229.2718.5429.293墙⾝⽔平钢筋.2168000-15+1300/2-15+1300/226269.27241.02380.812墙在基础右侧⽔平筋.1168000-15+1300/2-15+1300/2229.2718.5429.293楼层名称：基础层（绘图输⼊）钢筋总重：22337.199Kg 构件名称：墙暗柱[165]本构件钢筋重：144.645Kg构件位置：<2,C+5>;<3,C+5>构件名称：墙暗柱[167]本构件钢筋重：143.846Kg构件位置：<2,A-5>;<3,A-5>构件名称：GZ-1[203]本构件钢筋重：17.541Kg构件位置：<2,A>;<5,A>;<5,B>;<5,C>构件名称：GZ-3[469]本构件钢筋重：27.086Kg构件位置：<2+115,C+65>构件名称：JLQ-1[9]本构件钢筋重：2094.818Kg构件位置：<1/1-50,C+50><1/1-50,A-50>墙⾝垂直钢筋.1164338-500-15+10*d6464 3.983254.912402.761墙⾝垂直钢筋.2164338-35*d-500-15+10*d6464 3.423219.072346.134墙⾝垂直钢筋.3164338-500-120+120-墙⾝垂直钢筋.4164338-35*d-500-120+120-15+12*d66 3.45520.7332.753墙⾝垂直钢筋.5164338-35*d-500-120+120-15+12*d77 3.45524.18538.212墙⾝垂直钢筋.6164338-500-120+120-15+12*d66 4.01524.0938.062墙⾝左侧插筋.116500+550-40+15*d3939 1.2548.7577.025墙⾝左侧插筋.216500+35*d+550-40+15*d3838 1.8168.78108.672墙⾝右侧插筋.116500+35*d+550-40+15*d3939 1.8170.59111.532墙⾝右侧插筋.216500+550-40+15*d3838 1.2547.575.05构件数量：1墙⾝⽔平钢筋.11614700+400-15+650+400-15+650212116.77352.17556.429墙⾝⽔平钢筋.216258+400-15+650-15+10*d11 1.438 1.438 2.272164460-15+10*d-15+10*d22 4.759.515.01墙⾝⽔平钢筋.4161536-15+10*d-15+10*d22 1.826 3.652 5.77墙⾝⽔平钢筋.5164868-15+10*d-15+10*d22 5.15810.31616.299墙⾝⽔平钢筋.6162934-15+10*d+400-15+65011 4.114 4.114 6.5墙⾝⽔平钢筋.7166350+400-15+650-15+10*d117.537.5311.897墙⾝⽔平钢筋.8164701-15+10*d-15+10*d22 4.9919.98215.772构件名称：JLQ-1[10]本构件钢筋重：3978.604Kg构件位置：<1/1-50,A-50><4+50,A-50>墙⾝⽔平钢筋.9162850-15+10*d+400-15+65011 4.03 4.03 6.367墙⾝⽔平钢筋.10166404+400-15+650-15+10*d117.5847.58411.983墙⾝⽔平钢筋.11164809-15+10*d-15+10*d22 5.09910.19816.113墙⾝⽔平钢筋.12162904-15+10*d+400-15+65011 4.084 4.084 6.4531615000+37*d+37*d4416.18464.736102.283墙在基础左侧⽔平筋.11614700+400-15+650+400-15+6502216.7733.5452.993墙⾝⽔平钢筋.141615500-15+1300/2-15+1300/2212116.77352.17556.429墙⾝⽔平钢筋.1516658-15+1300/2-15+10*d11 1.438 1.438 2.272墙⾝⽔平钢筋.16163334-15+10*d-15+1300/211 4.114 4.114 6.5墙⾝⽔平钢筋.17166750-15+1300/2-15+10*d117.537.5311.897墙⾝⽔平钢筋.18163250-15+10*d-15+1300/211 4.03 4.03 6.367墙⾝⽔平钢筋.19166804-15+1300/2-15+10*d117.5847.58411.983墙⾝⽔平钢筋.20163304-15+10*d-15+1300/211 4.084 4.084 6.453墙在基础15+1300/22216.7733.5452.993墙⾝⽔平钢筋.21161000+37*d+400-15+15*d1414 2.21731.03849.04墙⾝垂直钢筋.1164338-500-120+120-15+12*d6767 4.015269.005425.028墙⾝垂直钢筋.2164338-35*d-500-120+120-15+12*d6666 3.455228.03360.287墙⾝垂直钢筋.3163527-120-15+10*d+120-15+12*d11 3.849 3.849 6.081墙⾝垂直163475-120-15+10*d+120-11 3.797 3.797 5.999墙⾝垂直钢筋.5163205-120-15+10*d+120-15+12*d22 3.5277.05411.145墙⾝垂直钢筋.6163175-120-15+10*d+120-15+12*d22 3.497 6.99411.051墙⾝垂直钢筋.7163199-120-15+10*d+120-15+12*d22 3.5217.04211.126墙⾝垂直钢筋.816墙⾝垂直钢筋.9163265-35*d-500-15+10*d11 2.35 2.35 3.713墙⾝垂直钢筋.10161027-120-15+10*d+120-15+12*d11 1.349 1.349 2.131墙⾝垂直钢筋.11164338-35*d-500-120+120-15+12*d6767 3.455231.485365.746墙⾝垂直钢筋.12164338-500-120+120-15+12*d6666 4.015264.99418.684墙⾝垂直钢筋.13163527-120-15+10*d+120-15+12*d11 3.849 3.849 6.081墙⾝垂直钢筋.14163475-120-15+10*d+120-15+12*d11 3.797 3.797 5.999墙⾝垂直钢筋.15163205-120-15+10*d+120-15+12*d22 3.5277.05411.145墙⾝垂直钢筋.16163175-120-15+10*d+120-15+12*d22 3.497 6.99411.051墙⾝垂直钢筋.1716墙⾝垂直钢筋.18163331-120-15+10*d+120-15+12*d22 3.6537.30611.543墙⾝垂直钢筋.19163265-500-15+10*d11 2.91 2.91 4.598墙⾝垂直钢筋.20161027-120-15+10*d+120-15+12*d11 1.349 1.349 2.131墙⾝左侧插筋.116500+550-40+15*d5353 1.2566.25104.675墙⾝左侧插筋.216500+35*d+550-40+15*d5353 1.8195.93151.569墙⾝左侧16665+550-40+15*d-11 1.56 1.56 2.465墙⾝左侧插筋.416763+550-40+15*d-15+10*d33 1.658 4.9747.859墙⾝左侧插筋.516793+550-40+15*d-15+10*d22 1.688 3.376 5.334墙⾝左侧插筋.616787+550-40+15*d-15+10*d22 1.682 3.364 5.31522 1.814 3.628 5.732墙⾝左侧插筋.816500+557-40+15*d11 1.257 1.257 1.986墙⾝左侧插筋.916500+35*d+657-40+6*d11 1.773 1.773 2.801墙⾝左侧插筋.1016500+757-40+6*d11 1.313 1.313 2.075墙⾝左侧插筋.1116500+35*d+857-40+6*d11 1.973 1.973 3.117墙⾝左侧插筋.1216500+957-40+6*d11 1.513 1.513 2.391墙⾝左侧插筋.1316500+35*d+1057-40+6*d11 2.173 2.173 3.433墙⾝左侧插筋.1416500+1157-40+6*d11 1.713 1.713 2.707墙⾝左侧插筋.1516500+35*d+1257-40+6*d11 2.373 2.373 3.749墙⾝左侧插筋.1616500+1357-40+6*d11 1.913 1.913 3.023墙⾝左侧插筋.1716500+35*d+1412-40+6*d1010 2.52825.2839.942墙⾝左侧插筋.116500+35*d+550-40+15*d5353 1.8195.93151.569墙⾝右侧插筋.216500+550-40+15*d5353 1.2566.25104.675墙⾝右侧插筋.316665+550-40+15*d-15+10*d11 1.56 1.56 2.465墙⾝右侧16763+550-40+15*d-33 1.658 4.9747.859墙⾝右侧插筋.516793+550-40+15*d-15+10*d22 1.688 3.376 5.334墙⾝右侧插筋.616787+550-40+15*d-15+10*d22 1.682 3.364 5.315墙⾝右侧插筋.716919+550-40+15*d-15+10*d22 1.814 3.628 5.732墙⾝右侧插筋.816500+35*d+557-40+15*d11 1.817 1.817 2.871墙⾝右侧插筋.916500+657-40+6*d11 1.213 1.213 1.917墙⾝右侧插筋.1016500+857-40+6*d11 1.413 1.413 2.233墙⾝右侧插筋.1216500+35*d+957-40+6*d11 2.073 2.073 3.275墙⾝右侧插筋.1316500+1057-40+6*d11 1.613 1.613 2.549墙⾝右侧插筋.1416500+35*d+1157-40+6*d11 2.273 2.273 3.591墙⾝右侧插筋.1516500+1257-40+6*d11 1.813 1.813 2.865墙⾝右侧插筋.1616500+35*d+1357-40+6*d11 2.473 2.473 3.907墙⾝右侧插筋.1716500+1412-40+6*d1010 1.96819.6831.094墙⾝右侧插筋.1816500+35*d+1412-40+6*d99 2.52822.75235.948构件数量：1墙⾝⽔平钢筋.1167200+400-15+650+400-15+65026269.27241.02380.812墙在基础左侧⽔平筋.1167200+400-15+650+400-15+650229.2718.5429.293墙⾝⽔平钢筋.21626269.27241.02380.812墙在基础右侧⽔平筋.1168000-15+1300/2-15+1300/2229.2718.5429.293构件名称：JLQ-1[11]本构件钢筋重：2193.315Kg构件位置：<4+50,A-50><4+50,C+50>墙⾝⽔平钢筋.3161000+400-15+15*d+37*d1414 2.21731.03849.04墙⾝垂直钢筋.1164338-500-120+120-15+12*d77 4.01528.10544.406墙⾝垂直钢筋.2164338-35*d-500-120+120-15+12*d66 3.45520.7332.753墙⾝垂直钢筋.3164338-35*d-500-15+10*d6464 3.423219.072346.134墙⾝垂直钢筋.4164338-500-15+10*d6464 3.983254.912402.761墙⾝垂直钢筋.5164338-35*d-500-120+120-15+12*d77 3.45524.18538.212墙⾝垂直钢筋.6164338-500-120+120-15+12*d66 4.01524.0938.06216500+1412-40+6*d99 1.96817.71227.985墙⾝左侧插筋.216500+35*d+1412-40+6*d99 2.52822.75235.948墙⾝左侧插筋.316500+1397-40+6*d11 1.953 1.953 3.086墙⾝左侧插筋.416500+35*d+1297-40+6*d11 2.413 2.413 3.813墙⾝左侧插筋.516500+1197-40+6*d11 1.753 1.753 2.77墙⾝左侧插筋.616500+35*d+1097-40+6*d11 2.213 2.213 3.497墙⾝左侧插筋.716500+997-40+6*d11 1.553 1.553 2.454墙⾝左侧插筋.816500+35*d+897-40+6*d11 2.013 2.013 3.181墙⾝左侧插筋.916500+797-40+6*d11 1.353 1.353 2.138墙⾝左侧插筋.1016500+35*d+697-40+6*d11 1.813 1.813 2.865墙⾝左侧插筋.1116500+597-40+6*d11 1.153 1.153 1.822墙⾝左侧16500+35*d+550-40+15*d2525 1.8145.2571.49516500+550-40+15*d2525 1.2531.2549.375墙⾝右侧插筋.116500+35*d+1412-40+6*d99 2.52822.75235.948墙⾝右侧插筋.216500+1412-40+6*d99 1.96817.71227.985墙⾝右侧插筋.316500+35*d+1397-40+6*d11 2.513 2.513 3.971墙⾝右侧插筋.416500+1297-40+6*d11 1.853 1.853 2.928墙⾝右侧插筋.516500+35*d+1197-40+6*d11 2.313 2.313 3.655墙⾝右侧插筋.616500+1097-40+6*d11 1.653 1.653 2.612墙⾝右侧插筋.716500+35*d+997-40+6*d11 2.113 2.113 3.339墙⾝右侧插筋.816500+897-40+6*d11 1.453 1.453 2.296墙⾝右侧插筋.916500+35*d+797-40+6*d11 1.913 1.913 3.023墙⾝右侧插筋.1016500+697-40+6*d11 1.253 1.253 1.98墙⾝右侧插筋.11插筋.1216500+550-40+15*d2525 1.2531.2549.375墙⾝右侧插筋.1316500+35*d+550-40+15*d2525 1.8145.2571.495构件数量：1墙⾝⽔平钢筋.11614700+400-15+650+400-15+650222216.77368.94582.925墙⾝⽔平钢筋.21615000+37*d+37*d4416.18464.736102.283墙⾝⽔平钢筋.3166814+400-15+650-15+10*d117.9947.99412.631墙⾝⽔平钢筋.4163228-15+10*d-15+10*d22 3.5187.03611.117构件名称：JLQ-1[12]本构件钢筋重：3862.519Kg构件位置：<4+50,C+50><1/1-50,C+50>墙⾝⽔平钢筋.5164114-15+10*d+400-15+65011 5.294 5.2948.365墙⾝⽔平钢筋.6166828+400-15+650-15+10*d118.0088.00812.653墙⾝⽔平钢筋.7163256-15+10*d-15+10*d22 3.5467.09211.205墙⾝⽔平钢筋.8164128-15+10*d+400-11 5.308 5.3088.387墙在基础左侧⽔平筋.11614700+400-15+650+400-15+6502216.7733.5452.993墙⾝⽔平钢筋.91615500-15+1300/2-15+1300/2222216.77368.94582.925墙⾝⽔平钢筋.10167214-15+1300/2-15+10*d117.9947.99412.631墙⾝⽔平钢筋.11164514-15+10*d-15+1300/211 5.294 5.2948.365墙⾝⽔平钢筋.12167228-15+1300/2-15+10*d118.0088.00812.653墙⾝⽔平钢筋.13164528-15+10*d-15+1300/211 5.308 5.3088.387墙在基础右侧⽔平筋.11615500-15+1300/2-15+1300/22216.7733.5452.993墙⾝垂直钢筋.1164338-500-15+10*d138138 3.983549.654868.453164338-35*d-500-15+10*d138138 3.423472.374746.351墙⾝垂直钢筋.3163306-500-15+10*d22 2.951 5.9029.325墙⾝垂直钢筋.416818-15+10*d-15+10*d44 1.108 4.4327.003墙⾝垂直钢筋.5163263-35*d-500-15+10*d22 2.348 4.6967.42墙⾝垂直钢筋.616775-15+10*d-15+10*d44 1.065 4.26 6.731墙⾝垂直钢筋.7163297-500-15+10*d22 2.942 5.8849.297墙⾝垂直16809-15+10*d-15+10*d44 1.099 4.396 6.946墙⾝垂直钢筋.9163306-35*d-500-15+10*d22 2.391 4.7827.556墙⾝垂直钢筋.10163263-500-15+10*d22 2.908 5.8169.189墙⾝垂直钢筋.11163297-35*d-500-15+10*d22 2.382 4.7647.527墙⾝左侧插筋.116500+550-40+15*d7272 1.2590142.2墙⾝左侧插筋.216500+35*d+550-40+15*d7272 1.81130.32205.90616500+35*d+550-40+15*d7272 1.81130.32205.906墙⾝右侧插筋.216500+550-40+15*d7272 1.2590142.2构件数量：2上部纵筋.12015100+0-20+15*d+0-20+15*d2415.6662.64154.721下部纵筋.12015100+0-20+15*d+0-20+15*d2415.6662.64154.721侧⾯纵筋.12014700+400-20+15*d+400-20+15*d1216.0632.1279.336侧⾯纵筋.22015500-20+52*d/2-20+52*d/21216.53381.51拉筋.18(400-2*20)+2*(11.9*d)36720.5539.615.642箍筋.162*((400-2*20)+(500-2*20))+2*(75+1.9*d)71142 1.813257.44666.936构件数量：2上部纵筋.1207600+0-20+15*d+0-20+15*d248.1632.6480.621下部纵筋.1207600+0-20+15*d+0-20+15*d侧⾯纵筋.1207200+400-20+15*d+400-20+15*d128.5617.1242.286侧⾯纵筋.2208000-20+52*d/2-20+52*d/21291844.46构件名称：墙暗梁[29]本构件钢筋重：276.433Kg构件位置：<4+50,C+50><1/1-50,C+50>;<1/1-50,A-50><4+50,A-50>构件名称：墙暗梁[30]本构件钢筋重：144.874Kg构件位置：<1/1-50,C+50><1/1-50,A-50>;<4+50,A-50><4+50,C+50>拉筋.18(400-2*20)+2*(11.9*d)18360.5519.87.821箍筋.162*((400-2*20)+(500-2*20))+2*(75+1.9*d)3672 1.813130.53633.939构件数量：1112PI *(230+2*d)+420+2*d22 1.242 2.484 2.206212PI *(750+2*d)+420+2*d22 2.876 5.752 5.108构件数量：1112PI *(180+2*d)+420+2*d22 1.085 2.17 1.927212PI *(700+2*d)+420+2*d 22 2.719 5.438 4.829构件数量：2114PI *(480+2*d)+490+2*d42.11416.91220.464214PI*(1000+2*d)+490+2*d24 3.74814.99218.14314PI*(1600+2*d)+490+2*d24 5.63322.53227.264482490918 2.4944.8217.704构件数量：1112PI *(130+2*d)+420+2*d220.928 1.856 1.648212PI *(650+2*d)+420+2*d 22 2.561 5.122 4.548构件数量：2构件名称：D-150[184]本构件钢筋重：7.314Kg构件位置：<1/1+450,A-50>构件名称：D-100[187]本构件钢筋重：6.756Kg构件位置：<2+2000,A-50>构件名称：D-400[189]本构件钢筋重：41.786Kg 构件位置：<3-2300,A-50>;<3+2800,A-50>构件名称：D-50[194]本构件钢筋重：6.196Kg构件位置：<4-695,A-50>构件名称：D-300[197]本构件钢筋重：8.987Kg 构件位置：<3-1100,C+50>;<2+1400,C+50>112PI *(380+2*d)+420+2*d24 1.713 6.852 6.085 212PI *(900+2*d)+420+2*d24 3.34713.38811.889构件数量：1上部钢筋.1122630+10*d+46*d22 3.302 6.604 5.864下部钢122630+10*d+46*d22 3.302 6.604 5.864箍筋.182*((240-2*25)+(240-2*25))+2*(11.9*d)14140.9513.3 5.254构件数量：2上部钢筋.1128000-25-25127.9515.914.119上部钢筋.2127260+46*d+46*d+780129.14418.28816.24上部钢筋.3127630127.6315.2613.551下部钢筋.1128000-25-25127.9515.914.119下部钢筋.2127260+46*d+46*d+780129.14418.28816.24下部钢筋.3127630127.6315.2613.551箍筋.182*((370-2*25)+(240-2*25))+2*(11.9*d)3774 1.2189.5435.368构件数量：1上部钢筋.1123000-25+10*d11 3.095 3.095 2.748上部钢筋.2122400+46*d+10*d11 3.072 3.072 2.728下部钢筋.1123000-25+10*d11 3.095 3.095 2.748构件名称：地圈梁-240[109]本构件钢筋重：16.982Kg构件位置：<4,B><5+65,B>构件名称：地圈梁-370[112]本构件钢筋重：61.594Kg构件位置：<5+65,C+65><5+65,A-65>;<2-65,A-65><2-65,C+65>构件名称：地圈梁-370[116]本构件钢筋重：22.856Kg构件位置：<2-65,C+65><1/1,C+65>下部钢筋.2122400+46*d+10*d 11 3.072 3.072 2.728下部钢筋.3122815+10*d 11 2.935 2.935 2.606箍筋.182*((370-2*25)+(240-2*25))+2*(11.9*d)1414 1.2116.94 6.691构件数量：1上部钢筋.1122880+46*d+10*d 11 3.552 3.552 3.154上部钢筋.2123250-25+10*d11 3.345 3.345 2.97上部钢筋.3123065+10*d11 3.185 3.185 2.828下部钢筋.1122880+46*d+10*d11 3.552 3.552 3.154下部钢筋.2123250-25+10*d11 3.345 3.345 2.97箍筋.182*((370-2*25)+(240-2*25))+2*(11.9*d)1515 1.2118.157.169构件数量：1上部钢筋.1123000-25+10*d11 3.095 3.095 2.748上部钢筋.2122630+46*d+10*d11 3.302 3.302 2.932上部钢筋.3122815+10*d11 2.935 2.935 2.606下部钢筋.1123000-25+10*d11 3.095 3.095 2.748下部钢筋.2122630+46*d+10*d11 3.302 3.302 2.932下部钢筋.3122815+10*d11 2.935 2.935 2.606箍筋.182*((370-2*25)+(240-2*25))+2*(11.9*d)1515 1.2118.157.169构件名称：地圈梁-370[118]本构件钢筋重：25.075Kg 构件位置：<5+65,C+65><4,C+65>构件名称：地圈梁-370[120]本构件钢筋重：23.743Kg 构件位置：<5+65,A-65><4,A-65>上部钢筋.1122630+46*d+10*d 11 3.302 3.302 2.932123000-25+10*d 11 3.095 3.095 2.748上部钢筋.3122815+10*d 11 2.935 2.935 2.606下部钢筋.1122630+46*d+10*d 11 3.302 3.302 2.932下部钢筋.2123000-25+10*d 11 3.095 3.095 2.748下部钢筋.3122815+10*d11 2.935 2.935 2.606箍筋.182*((370-2*25)+(240-2*25))+2*(11.9*d)1515 1.2118.157.169构件数量：1⽔池过道板X向.1814700+30*d+180+30*d+180+12.5*d+3366615.97695.85637.863⽔池过道板Y向.1101050+30*d+180-15+120-2*15+6.25*d147147 1.668245.196151.286构件数量：21跨.下通长筋1121000-40+15*d+2565-40+(300-40-40)/2+150/248 3.8530.827.351跨.上通长筋1121000-40+2565-40+(300-1跨.箍筋182*((1000-2*40)+(300-2*40))+2*(11.9*d)510 2.4724.79.7571跨.箍筋282*((1000-2*40)+(300-2*40))+2*(11.9*d)1122 2.4754.3421.464构件数量：11跨.下通长筋1121000-40+15*d+6630+1000-40+15*d+696449.60638.42434.1211跨.上部钢筋1121000-40+6630+1000-40+696449.24636.98432.8421跨.箍筋182*((1000-2*40)+(300-2*40))+2*(11.9*d)55 2.4712.35 4.878构件位置：<2-65,A-65><1/1,A-65>构件名称：⽔池过道板[44]本构件钢筋重：189.149Kg构件位置：<1/1-250,A+703><4+250,A+703>;<3-1750,A-250><3-1750,A+1200>构件名称：条基下基础梁[414]本构件钢筋重：42.321Kg构件位置：<2-65,C+65><1/1,C+65>;<2-65,A-65><1/1,A-65>构件名称：条基下基础梁[415]本构件钢筋重：104.037Kg构件位置：<2-65,A-65><2-65,C+65>1跨.箍筋282*((1000-2*40)+(300-2*40))+2*(11.9*d)552.4712.354.878构件数量：20跨.下通长筋112-40+(300-40-40)/2+150/2+2565+1000-40+15*d 483.8530.827.350跨.上部钢筋112-40+(300-40-40)/2+150/2+2565+1000-4048 3.6729.3626.0720跨.箍筋182*((1000-2*40)+(300-2*40))+2*(11.9*d)510 2.4724.79.7570跨.箍筋282*((1000-2*40)+(300-2*40))+2*(11.9*d)1122 2.4754.3421.464构件数量：11跨.下通长筋1121000-40+15*d+6630+1000-40+15*d+696449.60638.42434.121 1跨.上通长筋1121000-40+6630+1000-40+696449.24636.98432.8421跨.箍筋182*((1000-2*40)+(300-2*40))+2*(11.9*d)55 2.4712.35 4.8781跨.箍筋282*((1000-2*40)+(300-2*40))+2*(11.9*d)99 2.4722.238.7812跨.箍筋182*((1000-2*40)+(300-2*40))+2*(11.9*d)44 2.479.88 3.9032跨.箍筋282*((1000-2*40)+(300-2*40))+2*(11.9*d)55 2.4712.35 4.8782跨.箍筋382*((1000-2*40)+(300-2*40))+2*(11.9*d)1515 2.4737.0514.635构件数量：11跨.下通长筋112400-40+15*d+2315+1000-40+15*d 44 3.99515.9814.191跨.上部钢筋112400-40+15*d+2315+1000-4044 3.81515.2613.5511跨.箍筋182*((1000-2*40)+(300-2*40))+2*(11.9*d)22 2.47 4.94 1.951构件名称：条基下基础梁[418]本构件钢筋重：42.321Kg 构件位置：<4,B><5+65,B>构件位置：<4,C+65><5+65,C+65>;<4,A-65><5+65,A-65>构件名称：条基下基础梁[422]本构件钢筋重：44.327Kg 1跨.箍筋282*((1000-2*40)+(300-2*40))+2*(11.9*d)55 2.4712.35 4.8781跨.箍筋382*((1000-2*40)+(300-2*40))+2*(11.9*d)1010 2.4724.79.757构件数量：1筏板受⼒筋.1168600-40+470-40+4701291299.461220.341928.137筏板受⼒筋.2165438+41*d-40+4703232 6.524208.768329.853筏板受⼒筋.11616100-40+470-40+470373716.96627.52991.482筏板受⼒筋.21612938-40+470+41*d212114.024294.504465.316筏板受⼒筋.11616100-40+470-40+470525216.96881.921393.434筏板受⼒筋.21614360+822+41*d-40+4706616.26897.608154.221筏板受⼒筋.316660-40+470+822+41*d66 2.56815.40824.345筏板受⼒筋.1168600-40+470-40+4701511519.461428.462256.967筏板受⼒筏板受⼒筋.3166860-40+470+822+41*d10108.76887.68138.534构件名称：池底板[3]本构件钢筋重：7722.863Kg 构件位置：<2+1476,A-550><2+1476,C+549>;<1/1-550,B+1243> <4+550,B+1243>;<1/1-550,C-2243><4+550,C-2243>;<2+816,A-550><2+816,C+549>。
钢筋明细表
20
6
102
1.33
135.66
0.295
30.11
21
6
36
1.34
48.24
0.297
10.707
22
6
60
1.39
83.4
0.309
18.511
23
6
380
1.4
532
0.311
118.08
24
6
258
1.45
374.1
0.322
83.033
25
6
50
1.5
75
0.333
16.647
26
6
60
80
6
60
3.35
201
0.744
44.613
81
6
34
3.356
114.104
0.745
25.326
82
6
24
3.36
80.64
0.746
17.898
83
6
12
3.378
40.536
0.75
8.997
84
6
40
3.38
135.2
0.75
30.008
85
6
54
3.39
183.06
0.752
40.631
钢筋形状统计明细表
工程名称：毕业设计1 38 6 钢筋总重(t)：161.078 9 1.83 编制日期：2011-11-08 16.47 0.406 3.656
39
6
8
1.87
14.96
0.415
59956_26268_钢筋明细表
筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg 构件数量：19全部纵筋插筋.1163700/3+850-40+max(6*d,150)12228 2.193500.004789.177箍筋.182*((500-2*20)+(500-2*20))+2*(11.9*d)357 2.03115.7145.657构件数量：9B边插筋.1163700/3+850-40+max(6*d,150)436 2.19378.948124.607H边插筋.1163700/3+850-40+max(6*d,150)436 2.19378.948124.607角筋插筋.1163700/3+850-40+max(6*d,150)436 2.19378.948124.607箍筋.1102*((500-2*20)+(500-2*20))+2*(11.9*d)327 2.07856.10634.592构件数量：8插筋.112600+10*d 4320.7223.0420.455构造柱预留筋.11254*d+38*d 432 1.10435.32831.365箍筋.182*((200-2*25)+(300-2*25))+2*(11.9*d)4320.9931.6812.5构件数量：2砌体加筋.1104000+200+60+200+6048 4.5236.1622.294砌体加筋.2107000+200+60+200+608167.52120.3274.182砌体横筋.18240-60-60+12.5*d36720.2215.84 6.25构件数量：2构件名称：KZ-2[243]本构件钢筋重：43.939Kg 构件位置：<2+7500,C+11399>;<2+15000,C+11399>;<2+22500,C+11399>;<2+34500,C+3000>;<2+34500,C>;<2+30000,C>;<2+30000,C+2999>;<2+22500,C+3000>;<2+22500,C>;<2+15000,C+3000>;<2+15000,C>;<2+7500,C+3000>;<2+7500,C>;<2,C>;<1,C>;<1,B>;<2+7500,D>;<2+15000,D>;<2+22500,D>构件名称：KZ-1[291]本构件钢筋重：45.379Kg 楼层名称：基础层（绘图输入）钢筋总重：12010.715Kg 构件名称：外墙[1250]本构件钢筋重：51.363Kg 构件位置：<1,B+8400><2+34500,C+11400>;<1,D><2+34500,D>构件名称：外墙[1251]本构件钢筋重：27.273Kg构件位置：<1,B+8400>;<1+4500,B+8400>;<2+34500,C+11399>;<2+30000,C+11399>;<2,C+3000>;<2,D>;<1,D>;<2+34500,D>;<2+30000,D>构件名称：楼梯构造柱[1819]本构件钢筋重：8.04Kg构件位置：<1,B+6400>;<1+4500,B+2680>;<1,B+2680>;<1+4500,B+6400>;<2+34500,C-2680>;<2+29999,C-2680>;<2+29999,D+2000>;<2+34500,D+2000>构件位置：<1,D><1,B+8400>;<2+34499,D><2+34499,C+11400>砌体加筋.1107900+200+60+200+60+460488.8871.0443.799砌体加筋.2102500+200+60+200+6024 3.0212.087.448砌体横筋.18240-60-60+12.5*d 19380.228.36 3.299构件数量：4砌体加筋.187900+200+60+200+60+368288.78870.30427.741砌体横筋.18240-60-60+12.5*d 8320.227.04 2.778构件数量：1砌体加筋.187400+200+60-60+60227.6615.32 6.045砌体横筋.18240-60-60+12.5*d880.22 1.760.694构件数量：1砌体加筋.185720-60+60-60+6022 5.7211.44 4.514砌体横筋.18240-60-60+12.5*d 660.22 1.320.521构件数量：1砌体加筋.187000+200+60+200+60667.5245.1217.804砌体加筋.284000+200+60+200+6022 4.529.04 3.567砌体横筋.18240-60-60+12.5*d25250.22 5.5 2.17构件数量：1砌体加筋.187000+200+60+200+60887.5260.1623.738砌体横筋.18240-60-60+12.5*d28280.22 6.16 2.431构件数量：1构件名称：内墙[1256]本构件钢筋重：6.74Kg 构件位置：<1+4500,B+2680><2+7500,C+5680>构件名称：内墙[1257]本构件钢筋重：5.035Kg构件名称：内墙[1254]本构件钢筋重：7.63Kg构件位置：<1+4500,B+8399><2,C+3000>;<2+7500,C+3000><2+7500,C+11399>;<2,D><2,C>;<2+30000,C><2+30000,D>构件名称：内墙[1260]本构件钢筋重：26.169Kg构件位置：<2,C><2+30000,C>构件名称：内墙[1262]本构件钢筋重：7.693Kg构件位置：<2+3750,C+5680><1+8250,B+8399>构件名称：内墙[1258]本构件钢筋重：23.541Kg 构件位置：<2+7500,C+3000><2+34500,C+3000>构件位置：<2+4500,D><2+4500,C-9>砌体加筋.188390-60+60-60+60+368228.75817.516 6.912砌体横筋.18240-60-60+12.5*d 990.22 1.980.781构件数量：1砌体加筋.187000+200+60+200+60227.5215.04 5.935砌体横筋.18240-60-60+12.5*d 770.22 1.540.608构件数量：41跨.左支座筋122500-40+15*d+133328 2.12316.98450.6811跨.左支座筋320500-40+15*d+133328 2.09316.74441.2931跨.下通长筋12548*d-1333+4000+48*d-233328 2.73421.87284.2811跨.右支座筋1222333+250+250+233328 5.16641.328123.3251跨.右支座筋3202333+250+250+233328 5.16641.328101.9211跨.上通长筋120500-40+15*d+38500+500-40+15*d 41640.02640.321579.1322跨.下通长筋12548*d-2333+7000+48*d-233328 4.73437.872145.9352跨.右支座筋1222333+250+250+233328 5.16641.328123.3252跨.右支座筋3202333+250+250+233328 5.16641.328101.9213跨.下通长筋12548*d-2333+26500+500-40+15*d 2826.202209.616807.7293跨.右支座筋1222333+250+250+233328 5.16641.328123.3254跨.右支座筋1222333+250+250+233328 5.16641.328123.3255跨.右支座筋1222333+250+250+233328 5.16641.328123.325构件名称：JZL-1[655]本构件钢筋重：1099.736Kg 构件位置：<1,B+8400><2+34500,C+11400>;<1,B><2+34500,C+3000>;<1,C><2+34500,C>;<1,D><2+34500,D>构件名称：内墙[1264]本构件钢筋重：6.542Kg构件位置：<2,C+3000><2+7500,C+3000>6跨.右支座筋1221333+500-40+15*d28 2.12316.98450.6811跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)312 1.4717.64 6.961跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)312 1.09813.176 5.1991跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)2184 1.47123.4848.7231跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)2184 1.09892.23236.3932跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)28 1.4711.76 4.642跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)28 1.0988.784 3.4662跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)36144 1.47211.6883.5262跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)36144 1.098158.11262.3893跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)28 1.4711.76 4.643跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)28 1.0988.784 3.4663跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)36144 1.47211.6883.5263跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)36144 1.098158.11262.3894跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)28 1.4711.76 4.644跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)28 1.0988.784 3.4664跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)36144 1.47211.6883.5264跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)36144 1.098158.11262.3895跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)28 1.4711.76 4.645跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)28 1.0988.784 3.4665跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)36144 1.47211.6883.5265跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)36144 1.098158.11262.3896跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)28 1.4711.76 4.646跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)28 1.0988.784 3.4666跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)312 1.4717.64 6.966跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)312 1.09813.176 5.1996跨.箍筋582*((400-2*40)+(400-2*40))+2*(11.9*d)2184 1.47123.4848.7236跨.箍筋682*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)2184 1.09892.23236.393构件数量：71跨.左支座筋122500-40+15*d+2633214 3.42347.922143.0021跨.左支座筋320500-40+15*d+2633214 3.39347.502117.1481跨.下通长筋12548*d-2633+7900+48*d-2633214 5.03470.476271.571跨.右支座筋1222633+250+3000+250+26332148.766122.724366.2151跨.右支座筋3202633+250+3000+250+26332148.766122.724302.6571跨.上通长筋120500-40+15*d+19300+500-40+15*d42820.82582.961437.6733跨.下通长筋12548*d-2633+7900+500-40+15*d2147.302102.228393.9233跨.右支座筋1222633+500-40+15*d214 3.42347.922143.002构件名称：JZL-1[664]本构件钢筋重：557.944Kg构件位置：<2+34500,D><2+34500,C+11399>;<2+30000,D><2+30000,C+11399>;<2+22500,D><2+22500,C+11399>;<2+15000,D><2+15000,C+11399>;<2+7500,D><2+7500,C+11399>;<2,D><1+4500,B+8400>;<1,D><1,B+8400>1跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)321 1.4730.8712.1811跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)321 1.09823.0589.0981跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)40280 1.47411.6162.4111跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)40280 1.098307.44121.3112跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)214 1.4720.588.1212跨.箍筋282*(((400-2*40-2*d-22)/3*1+22+2*d)+(400-2*40))+2*(11.9*d)214 1.09415.316 6.0432跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)1391 1.47133.7752.7842跨.箍筋482*(((400-2*40-2*d-22)/3*1+22+2*d)+(400-2*40))+2*(11.9*d)1391 1.09499.55439.2833跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)214 1.4720.588.1213跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)214 1.09815.372 6.0663跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)321 1.4730.8712.1813跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)321 1.09823.0589.0983跨.箍筋582*((400-2*40)+(400-2*40))+2*(11.9*d)40280 1.47411.6162.4113跨.箍筋682*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)40280 1.098307.44121.311构件数量：81跨.下通长筋12048*d-2667+8000+400-40+15*d216 6.953111.248274.3551跨.左支座筋118400-40+15*d+2667216 3.29752.752105.3771跨.左支座筋322400-40+15*d+2667216 3.35753.712160.28构件名称：JZL-2[692]本构件钢筋重：196.286Kg构件位置：<2+3750,C+3000><1+8250,B+8399>;<2+3749,D-200><2+3749,C>;<2+11249,D-200><2+11249,C>;<2+11250,C+3000><2+11250,C+11399>;<2+18749,D-200><2+18749,C>;<2+18750,C+3000><2+18750,C+11399>;<2+26249,D-200><2+26249,C>;<2+26250,C+3000><2+26250,C+11399>1跨.右支座筋1222667+400-40+15*d216 3.35753.712160.281跨.上部钢筋11812*d+8000+12*d4328.432269.824538.9981跨.箍筋182*((350-2*40)+(350-2*40))+2*(11.9*d)324 1.2730.4812.0271跨.箍筋282*(((350-2*40-2*d-22)/3*1+22+2*d)+(350-2*40))+2*(11.9*d)3240.96123.0649.1011跨.箍筋382*((350-2*40)+(350-2*40))+2*(11.9*d)324 1.2730.4812.0271跨.箍筋482*(((350-2*40-2*d-22)/3*1+22+2*d)+(350-2*40))+2*(11.9*d)3240.96123.0649.1011跨.箍筋582*((350-2*40)+(350-2*40))+2*(11.9*d)41328 1.27416.56164.3691跨.箍筋682*(((350-2*40-2*d-22)/3*1+22+2*d)+(350-2*40))+2*(11.9*d)413280.961315.208124.377构件数量：28横向底筋.1121500-40-40256 1.4279.5270.599横向底筋.2121500-40-406168 1.42238.56211.798纵向底筋.1121500-40-40256 1.4279.5270.599纵向底筋.2121500-40-406168 1.42238.56211.798构件名称：DJ-1[362]本构件钢筋重：20.171Kg构件位置：<2+7500,C+11399>;<2+15000,C+11399>;<2+22500,C+11399>;<2+34500,C+3000>;<2+34500,C>;<2+30000,C>;<2+30000,C+2999>;< 2+22500,C+3000>;<2+22500,C>;<2+15000,C+3000>;<2+15000,C>;<2+7500,C+3000>;<2+7500,C>;<2,C>;<1,C>;<1,B>;<2+7500,D> ;<2+15000,D>;<2+22500,D>;<1,B+8400>;<1+4500,B+8400>;<2+34500,C+11399>;<2+30000,C+11399>;<2,C+3000>;<2,D>;<1,D>;<2+34500,D>;<2+30000,D>。
钢筋明细表
10
20225
19750+max(650/2,5*d) +max(300/2,5*d)+780
33 33 21.005 693.165 427.683
B-1-底筋 .6
10
4625
4175+max(300/2,5*d)+ max(600/2,5*d)
16 16 4.625
74 45.658
B-1-底筋 .7
工程名称：陆港大桥地下车库 楼层名称：首层（绘图输入）
筋号 级别 直径
B-2-底筋 .6
10
钢筋图形 46825
钢筋明细表
计算公式
编制日期：2013-11-06 钢筋总重：44030.251Kg 根数 总根数 单长m 总长m 总重kg
46525+max(300/2,5*d) +max(300/2,5*d)+2340
B-1-底筋 .11
10
17525
17225+max(300/2,5*d) +max(300/2,5*d)+780
2
2 18.305 36.61 22.588
B-1-底筋 .1
10
21725
21425+max(300/2,5*d) +max(300/2,5*d)+780
26 26 22.505 585.13 361.025
2
2 4.525 9.05 5.584
B-2-底筋 .2
10
12250
11950+max(300/2,5*d) +max(300/2,5*d)+390
223 223 12.64 2818.72 1739.15
57214_25334_钢筋明细表
筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg 构件数量：1B边插筋.1254420/3+2000+600-40+max(8*d,150)66 4.23325.39897.868H边插筋.1254420/3+2000+600-40+max(8*d,150)66 4.23325.39897.868角筋插筋.1254420/3+2000+600-40+max(8*d,150)44 4.23316.93265.245箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.46161.36224.213构件数量：1B边插筋.1254470/3+2000+600-40+max(8*d,150)66 4.2525.598.261H边插筋.1254470/3+2000+600-40+max(8*d,150)66 4.2525.598.261角筋插筋.1254470/3+2000+600-40+max(8*d,150)44 4.251765.507箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.46161.36224.213构件数量：1B边插筋.1254470/3+2000+600-40+max(8*d,150)66 4.2525.598.261H边插筋.1254470/3+2000+600-40+max(8*d,150)66 4.2525.598.261角筋插筋.1254470/3+2000+600-40+max(8*d,150)44 4.251765.507箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.46161.36224.213构件数量：2构件名称：KZD1-1[86]本构件钢筋重：301.802Kg 构件位置：<14,C>构件名称：KZD1-1[87]本构件钢筋重：302.85Kg 楼层名称：基础层（绘图输入）钢筋总重：54361.908Kg 构件名称：KZD2-1[89]本构件钢筋重：288.517Kg构件位置：<14+24,1+225>构件名称：KZD2-1[88]本构件钢筋重：302.85Kg 构件位置：<14,1>B边插筋.1254470/3+1400+1200-40+max(6*d,150)612 4.250.4194.21H边插筋.1254470/3+1400+1200-40+max(6*d,150)612 4.250.4194.21角筋插筋.1254470/3+1400+1200-40+max(6*d,150)48 4.233.6129.473箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)1734 1.8362.2224.551箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)3060 1.46187.6634.589构件数量：5B边插筋.1254420/3+2000+600-40+max(8*d,150)630 4.233126.99489.34H边插筋.1254420/3+2000+600-40+max(8*d,150)630 4.233126.99489.34角筋插筋.1254420/3+2000+600-40+max(8*d,150)420 4.23384.66326.227箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)23115 1.83210.4583.041箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)42210 1.461306.81121.063构件数量：1B边插筋.1224420/3+2000+600-40+max(8*d,150)44 4.20916.83650.24H边插筋.1224420/3+2000+600-40+max(8*d,150)44 4.20916.83650.24角筋插筋.1254420/3+2000+600-40+max(8*d,150)44 4.23316.93265.245箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/3*1+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.33856.19622.174构件数量：1构件位置：<18-418,1-224>;<18-422,1+225>构件名称：KZD2-1[90]本构件钢筋重：301.802Kg构件名称：KZD4-1[97]本构件钢筋重：223.052Kg构件位置：<15+167,1+324>构件位置：<18-418,J>;<18-418,H+124>;<18-418,H-8000>;<18-418,C-125>;<18-422,B>构件名称：KZD3-1[96]本构件钢筋重：204.507Kg 构件位置：<14,H>B边插筋.1254470/3+1400+1200-40+max(6*d,150)66 4.225.297.105H边插筋.1254470/3+1400+1200-40+max(6*d,150)22 4.28.432.368角筋插筋.1254470/3+1400+1200-40+max(6*d,150)44 4.216.864.737箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)1717 1.8331.1112.276箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)1515 1.46121.9158.647箍筋.382*(((450-2*20-2*d-25)/3*1+25+2*d)+(450-2*20))+2*(11.9*d)1515 1.33820.077.919构件数量：1B边插筋.1254420/3+1400+1200-40+max(6*d,150)66 4.18325.09896.712H边插筋.1254420/3+1400+1200-40+max(6*d,150)66 4.18325.09896.712角筋插筋.1254420/3+1400+1200-40+max(6*d,150)44 4.18316.73264.475箍筋.182*((600-2*20)+(600-2*20))+2*(11.9*d)1717 2.4341.3116.3箍筋.282*(((600-2*20-2*d-25)/4*2+25+2*d)+(600-2*20))+2*(11.9*d)3030 1.91157.3322.622构件数量：1B边插筋.1254420/3+1400+1200-40+max(6*d,150)66 4.18325.09896.712H边插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929角筋插筋.1254420/3+1400+1200-40+max(6*d,150)44 4.18316.73264.475箍筋.182*((600-2*20)+(600-2*20))+2*(11.9*d)1717 2.4341.3116.3箍筋.282*(((600-2*20-2*d-25)/4*2+25+2*d)+(600-2*20))+2*(11.9*d)1515 1.91128.66511.311箍筋.382*(((600-2*20-2*d-25)/3*1+25+2*d)+(600-2*20))+2*(11.9*d)1515 1.73826.0710.287构件名称：KZD5-1[98]本构件钢筋重：296.821Kg构件位置：<17+174,E+7974>构件名称：KZD7-1[99]本构件钢筋重：249.014Kg构件位置：<15+174,D-24>构件数量：3B边插筋.1224420/3+1400+1200-40+max(6*d,150)412 4.18350.196149.788H边插筋.1224420/3+1400+1200-40+max(6*d,150)412 4.18350.196149.788角筋插筋.1254420/3+1400+1200-40+max(6*d,150)412 4.18350.196193.424箍筋.182*((600-2*20)+(600-2*20))+2*(11.9*d)1751 2.43123.9348.901箍筋.282*(((600-2*20-2*d-25)/3*1+25+2*d)+(600-2*20))+2*(11.9*d)3090 1.738156.4261.721构件数量：1B边插筋.1254470/3+2000+600-40+max(8*d,150)66 4.2525.598.261H边插筋.1254470/3+2000+600-40+max(8*d,150)66 4.2525.598.261角筋插筋.1254470/3+2000+600-40+max(8*d,150)44 4.251765.507箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.46161.36224.213构件数量：1B边插筋.1224470/3+2000+600-40+max(8*d,150)44 4.22616.90450.442H边插筋.1224470/3+2000+600-40+max(8*d,150)44 4.22616.90450.442角筋插筋.1254470/3+2000+600-40+max(8*d,150)44 4.251765.507箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/3*1+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.33856.19622.174构件数量：1构件名称：KZD8-1[100]本构件钢筋重：201.207Kg 构件位置：<15+174,H-8025>;<15+174,E+7974>;<15+174,E-24>构件名称：KZD10-1[103]本构件钢筋重：302.85Kg 构件名称：KZD13-1[105]本构件钢筋重：312.465Kg构件位置：<17+166,H+149>构件位置：<15,1>构件名称：KZD11-1[104]本构件钢筋重：205.175Kg 构件位置：<17+174,1+324>B边插筋.1254420/3+1400+1200-40+max(6*d,150)1010 4.18341.83161.187H边插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929角筋插筋.1254420/3+1400+1200-40+max(6*d,150)44 4.18316.73264.475箍筋.182*((600-2*20)+(600-2*20))+2*(11.9*d)1717 2.4341.3116.3箍筋.282*(((600-2*20-2*d-25)/6*2+25+2*d)+(600-2*20))+2*(11.9*d)1515 1.73826.0710.287箍筋.382*(((600-2*20-2*d-25)/3*1+25+2*d)+(600-2*20))+2*(11.9*d)1515 1.73826.0710.287构件数量：1B边插筋.1254420/3+1400+1200-40+max(6*d,150)1010 4.18341.83161.187H边插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929角筋插筋.1254420/3+1400+1200-40+max(6*d,150)44 4.18316.73264.475箍筋.182*((600-2*20)+(600-2*20))+2*(11.9*d)1717 2.4341.3116.3箍筋.282*(((600-2*20-2*d-25)/6*2+25+2*d)+(600-2*20))+2*(11.9*d)1515 1.73826.0710.287箍筋.382*(((600-2*20-2*d-25)/3*1+25+2*d)+(600-2*20))+2*(11.9*d)1515 1.73826.0710.287构件数量：1B边插筋.1224470/3+2000+600-40+max(8*d,150)44 4.22616.90450.442H边插筋.1224470/3+2000+600-40+max(8*d,150)44 4.22616.90450.442角筋插筋.1254470/3+2000+600-40+max(8*d,150)44 4.251765.507箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/3*1+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.33856.19622.174构件名称：KZD15-1[106]本构件钢筋重：312.465Kg构件位置：<17+174,E-25>构件名称：KZD16-1[107]本构件钢筋重：205.175Kg构件位置：<17,1>构件数量：2B边插筋.1224520/3+1400+1200-40+max(6*d,150)48 4.21733.736100.67H边插筋.1224520/3+1400+1200-40+max(6*d,150)48 4.21733.736100.67角筋插筋.1254520/3+1400+1200-40+max(6*d,150)48 4.21733.736129.997箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)1734 1.8362.2224.551箍筋.282*(((450-2*20-2*d-25)/3*1+25+2*d)+(450-2*20))+2*(11.9*d)3060 1.33880.2831.677构件数量：3B边插筋.1204420/3+2000+600-40+max(6*d,150)618 4.18375.294185.687H边插筋.1204420/3+2000+600-40+max(6*d,150)618 4.18375.294185.687角筋插筋.1224420/3+2000+600-40+max(8*d,150)412 4.20950.508150.719箍筋.1102*((450-2*20)+(450-2*20))+2*(11.9*d)2369 1.878129.58279.892箍筋.2102*(((450-2*20-2*d-22)/4*2+22+2*d)+(450-2*20))+2*(11.9*d)42126 1.51190.26117.303构件数量：3B边插筋.1204420/3+1400+1200-40+max(6*d,150)618 4.18375.294185.687H边插筋.1204420/3+1400+1200-40+max(6*d,150)618 4.18375.294185.687角筋插筋.1224420/3+1400+1200-40+max(6*d,150)412 4.18350.196149.788箍筋.1102*((550-2*20)+(550-2*20))+2*(11.9*d)1751 2.278116.17871.628箍筋.2102*(((550-2*20-2*d-22)/4*2+22+2*d)+(550-2*20))+2*(11.9*d)3090 1.81162.9100.434构件数量：1构件名称：KZD16-1[108]本构件钢筋重：193.783Kg 构件位置：<18-419,E+7999>;<18-418,E>构件名称：KZD2*[110]本构件钢筋重：239.763Kg 构件名称：KZD9*[116]本构件钢筋重：231.075Kg构件位置：<15,H>构件位置：<14,J>;<18-418,D>;<14,B>构件名称：KZD5*[113]本构件钢筋重：231.075Kg 构件位置：<15,J>;<17,J>;<15,B>B边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896H边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896角筋插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929箍筋.1102*((550-2*20)+(550-2*20))+2*(11.9*d)1717 2.27838.72623.876箍筋.2102*(((550-2*20-2*d-22)/4*2+22+2*d)+(550-2*20))+2*(11.9*d)3030 1.8154.333.478构件数量：1B边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896H边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896角筋插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929箍筋.1102*((550-2*20)+(550-2*20))+2*(11.9*d)1717 2.27838.72623.876箍筋.2102*(((550-2*20-2*d-22)/4*2+22+2*d)+(550-2*20))+2*(11.9*d)3030 1.8154.333.478构件数量：1B边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896H边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896角筋插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929箍筋.1102*((550-2*20)+(550-2*20))+2*(11.9*d)1717 2.27838.72623.876箍筋.2102*(((550-2*20-2*d-22)/4*2+22+2*d)+(550-2*20))+2*(11.9*d)3030 1.8154.333.478构件数量：1B边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896构件名称：KZD15*[117]本构件钢筋重：231.075Kg 构件名称：KZD6*[119]本构件钢筋重：231.075Kg构件位置：<15,C>构件位置：<17+174,H-8000>构件名称：KZD14*[118]本构件钢筋重：231.075Kg 构件位置：<17,D>H边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896角筋插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929箍筋.1102*((550-2*20)+(550-2*20))+2*(11.9*d)1717 2.27838.72623.876箍筋.2102*(((550-2*20-2*d-22)/4*2+22+2*d)+(550-2*20))+2*(11.9*d)3030 1.8154.333.478构件数量：1B边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896H边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896角筋插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929箍筋.1102*((450-2*20)+(450-2*20))+2*(11.9*d)1717 1.87831.92619.684箍筋.2102*(((450-2*20-2*d-22)/4*2+22+2*d)+(450-2*20))+2*(11.9*d)3030 1.5145.327.929构件数量：1B边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896H边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896角筋插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929箍筋.1102*((550-2*20)+(550-2*20))+2*(11.9*d)1717 2.27838.72623.876箍筋.2102*(((550-2*20-2*d-22)/4*2+22+2*d)+(550-2*20))+2*(11.9*d)3030 1.8154.333.478构件数量：1插筋.1163100-500+10*d 44 2.7611.0417.425构造柱预留筋.116500+38*d 44 1.108 4.432 6.995构件名称：KZD13*[120]本构件钢筋重：221.333Kg 构件名称：GZ-1[3601]本构件钢筋重：36.921Kg 构件位置：<16-2500,H+2498>构件位置：<17,C>构件名称：KZD12*[121]本构件钢筋重：231.075Kg 构件位置：<17,B>箍筋.182*((250-2*25)+(250-2*25))+2*(11.9*d)32320.9931.6812.5构件数量：2插筋.1161900-500+10*d 48 1.5612.4819.698构造柱预留筋.116500+38*d 48 1.1088.86413.99箍筋.182*((250-2*25)+(250-2*25))+2*(11.9*d)20400.9939.615.626构件数量：1插筋.116500-500+10*d 440.160.64 1.01构造柱预留筋.116500+38*d 44 1.108 4.432 6.995箍筋.182*((250-2*25)+(250-2*25))+2*(11.9*d)660.99 5.94 2.344构件数量：3插筋.1162500-500+10*d 412 2.1625.9240.911构造柱预留筋.116500+38*d 412 1.10813.29620.986箍筋.182*((250-2*25)+(250-2*25))+2*(11.9*d)26780.9977.2230.47构件数量：1墙身水平钢筋.1122223+250-15+15*d+250-15+15*d1616 3.05348.84843.368墙身水平钢筋.2122723-15-151616 2.69343.08838.254墙身水平钢筋.3121542+250-15+15*d+32*d33 2.3417.023 6.235墙身水平钢筋.4122250+250-15+15*d+250-15+15*d99 3.0827.7224.61墙身水平钢筋.5122250+250-15+15*d+250-15+15*d 22 3.08 6.16 5.469构件名称：GZ-1[3602]本构件钢筋重：24.657Kg 构件名称：GZ-1[3605]本构件钢筋重：30.789Kg构件位置：<14-75,1+2500>;<14+1998,1+2500>;<14+1998,1+124>构件名称：电梯剪力墙[3545]本构件钢筋重：382.093Kg 构件位置：<16,H+2498>;<16,H>构件名称：GZ-1[3604]本构件钢筋重：10.349Kg 构件位置：<16-2500,H+25>构件位置：<16-2500,H+2498><16-2500,H+25><16,H+25>墙身水平钢筋.6121792-15+32*d33 2.161 6.483 5.756墙身水平钢筋.7122750-15-1599 2.7224.4821.734墙身水平钢筋.8122750-15-1522 2.72 5.44 4.83墙身垂直钢筋.1123100+39*121212 3.56842.81638.013墙身垂直钢筋.2123100+0.3*39*d+39*d+39*121313 4.17654.28848.198墙身垂直钢筋.3123100+0.3*39*d+39*d+0.3*39*d+39*d+39*121111 4.78552.63546.73墙身垂直钢筋.4123100+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+39*121010 5.39353.9347.88墙身垂直钢筋.5121900+39*121010 2.36823.6821.024墙身左侧插筋.11239*12+0.3*39*d+39*d+1200-40+max(6*d,150)22 2.386 4.772 4.237墙身左侧插筋.21239*12+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)11 2.995 2.995 2.659墙身左侧插筋.31239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)11 3.603 3.603 3.199墙身左侧插筋.41239*12+1200-40+max(6*d,150)11 1.778 1.778 1.579墙身右侧插筋.11239*12+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)22 2.995 5.99 5.318墙身右侧插筋.21239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)11 3.603 3.603 3.199墙身右侧插筋.31239*12+1200-40+max(6*d,150)11 1.778 1.778 1.579墙身右侧插筋.41239*12+0.3*39*d+39*d+1200-40+max(6*d,150)11 2.386 2.386 2.118墙身拉筋.16(250-2*15)+2*(75+1.9*d)70700.39327.51 6.106构件数量：1构件名称：电梯剪力墙[3547]本构件钢筋重：396.304Kg构件位置：<16-2500,H+2498><16,H+2498><16,H>墙身水平钢筋.1121792-15+32*d33 2.161 6.483 5.756墙身水平钢筋.2122750-15-151313 2.7235.3631.393墙身水平钢筋.3122750-15-1522 2.72 5.44 4.83墙身水平钢筋.4121542+250-15+15*d+32*d33 2.3417.023 6.235墙身水平钢筋.5122250+250-15+15*d+250-15+15*d1313 3.0840.0435.548墙身水平钢筋.6122250+250-15+15*d+250-15+15*d22 3.08 6.16 5.469墙身水平钢筋.7122723-15-151010 2.69326.9323.909墙身水平钢筋.8122723-15-1522 2.693 5.386 4.782墙身水平钢筋.9122223+250-15+15*d+250-15+15*d1010 3.05330.5327.105墙身水平钢筋.10122223+250-15+15*d+250-15+15*d22 3.053 6.106 5.421墙身垂直钢筋.1123100+39*1255 3.56817.8415.839墙身垂直钢筋.2123100+0.3*39*d+39*d+39*1255 4.17620.8818.538墙身垂直钢筋.3123100+0.3*39*d+39*d+0.3*39*d+39*d+39*1244 4.78519.1416.993墙身垂直钢筋.4123100+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+39*1244 5.39321.57219.152墙身垂直钢筋.5121900+39*123838 2.36889.98479.889墙身左侧插筋.11239*12+0.3*39*d+39*d+1200-40+max(6*d,150)66 2.38614.31612.71墙身左侧插筋.21239*12+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)44 2.99511.9810.636墙身左侧插筋.31239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)44 3.60314.41212.795墙身左侧插筋.41239*12+1200-40+max(6*d,150)55 1.7788.897.893墙身右侧插筋.11239*12+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)66 2.99517.9715.954墙身右侧插筋.21239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)44 3.60314.41212.795墙身右侧插筋.31239*12+1200-40+max(6*d,150)44 1.7787.112 6.314墙身右侧插筋.41239*12+0.3*39*d+39*d+1200-40+max(6*d,150)55 2.38611.9310.592墙身拉筋.16(250-2*15)+2*(75+1.9*d)66660.39325.938 5.757构件数量：1墙身水平钢筋.1122125+250-15+15*d+250-15+15*d1313 2.95538.41534.106墙身水平钢筋.2122125+250-15+15*d+250-15+15*d22 2.955 5.91 5.247墙身水平钢筋.3122625-15-152323 2.59559.68552.989墙身水平钢筋.4122625-15-1544 2.59510.389.216墙身水平钢筋.5121823+250-15+15*d+250-15+15*d1313 2.65334.48930.62墙身水平钢筋.6121823+250-15+15*d+250-15+15*d22 2.653 5.306 4.711墙身水平钢筋.7122323-15-151313 2.29329.80926.465墙身水平钢筋.8122323-15-1522 2.293 4.586 4.072墙身水平钢筋.9121925+250-15+15*d+450-151010 2.77527.7524.637墙身水平钢筋.10121925+250-15+15*d+450-1522 2.775 5.55 4.927墙身垂直钢筋.1122500+39*127272 2.968213.696189.723构件名称：电梯剪力墙-1[3567]本构件钢筋重：526.241Kg 构件位置：<14+1998,1+124><14+1998,1+2500><14-75,1+2500><14-75,1+124>墙身左侧插筋.11239*12+600-40+max(6*d,150)1010 1.17811.7810.458墙身左侧插筋.21239*12+0.3*39*d+39*d+600-40+max(6*d,150)99 1.78616.07414.271墙身左侧插筋.31239*12+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)99 2.39521.55519.137墙身左侧插筋.41239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)88 3.00324.02421.329墙身右侧插筋.11239*12+0.3*39*d+39*d+600-40+max(6*d,150)1010 1.78617.8615.856墙身右侧插筋.21239*12+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)99 2.39521.55519.137墙身右侧插筋.31239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)99 3.00327.02723.995墙身右侧插筋.41239*12+600-40+max(6*d,150)88 1.1789.4248.367墙身拉筋.16(250-2*15)+2*(75+1.9*d)80800.39331.44 6.978构件数量：1墙身水平钢筋.1121623+450-15+250-15+15*d99 2.47322.25719.76墙身水平钢筋.2121623+450-15+250-15+15*d22 2.473 4.946 4.391墙身水平钢筋.3122323-15-1599 2.29320.63718.322墙身水平钢筋.4122323-15-1522 2.293 4.586 4.072墙身垂直钢筋.1122500+39*122020 2.96859.3652.701墙身左侧插筋.11239*12+600-40+max(6*d,150)33 1.178 3.534 3.138墙身左侧插筋.21239*12+0.3*39*d+39*d+600-40+max(6*d,150)33 1.786 5.358 4.757墙身左侧插筋.31239*12+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)22 2.395 4.79 4.253构件名称：电梯剪力墙-1[3570]本构件钢筋重：137.204Kg构件位置：<14-75,1+124><14+1998,1+124>墙身左侧插筋.41239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)22 3.003 6.006 5.332墙身右侧插筋.11239*12+0.3*39*d+39*d+600-40+max(6*d,150)33 1.786 5.358 4.757墙身右侧插筋.21239*12+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)33 2.3957.185 6.379墙身右侧插筋.31239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)22 3.003 6.006 5.332墙身右侧插筋.41239*12+600-40+max(6*d,150)22 1.178 2.356 2.092墙身拉筋.16(250-2*15)+2*(75+1.9*d)22220.3938.646 1.919构件数量：11跨.左支座筋12034*d-250+306722 3.497 6.99417.2481跨.左支座筋31834*d+8950+30672212.62925.25850.4551跨.跨中筋11841*d-2942+8850+41*d-294211 4.442 4.4428.8731跨.右支座筋1203067+306722 6.13412.26830.2551跨.侧面构造通长筋11415*d+27875-40+4202228.46556.9368.7951跨.上通长筋11612*d+27875-40+12*d2228.21956.43889.0782跨.跨中筋12541*d-2942+6725+41*d-220833 3.62510.87541.9052跨.右支座筋1202333+1900+34*d22 4.9139.82624.2322跨.右支座筋3182333+2000+3066227.39914.79829.563跨.右支座筋12034*d+1875+306622 5.62111.24227.7254跨.跨中筋12041*d-2941+8800+34*d337.35922.07754.445构件名称：L15(4A)-1[772]本构件钢筋重：579.806Kg构件位置：<14-200,L+27><18+728,L+27>5跨.下通长筋11634*d+725-40+12*d22 1.421 2.842 4.4865跨.跨中筋11634*d+725-40+12*d11 1.421 1.421 2.2431跨.吊筋116200+2*50+2*20*d+2*1.414*(500-2*40)22 2.128 4.256 6.7171跨.吊筋216200+2*50+2*20*d+2*1.414*(500-2*40)22 2.128 4.256 6.7171跨.箍筋182*((250-2*40)+(500-2*40))+2*(11.9*d)22 1.37 2.74 1.0811跨.箍筋282*((250-2*40)+(500-2*40))+2*(11.9*d)4545 1.3761.6524.3261跨.拉筋18(250-2*40)+2*(11.9*d)23230.368.28 3.2671跨.次梁加筋182*((250-2*40)+(500-2*40))+2*(11.9*d)66 1.378.22 3.2431跨.次梁加筋282*((250-2*40)+(500-2*40))+2*(11.9*d)66 1.378.22 3.2432跨.箍筋182*((250-2*40)+(500-2*40))+2*(11.9*d)3535 1.3747.9518.922跨.拉筋18(250-2*40)+2*(11.9*d)18180.36 6.48 2.5573跨.箍筋182*((250-2*40)+(500-2*40))+2*(11.9*d)1010 1.3713.7 5.4063跨.拉筋18(250-2*40)+2*(11.9*d)660.36 2.160.8524跨.吊筋116200+2*50+2*20*d+2*1.414*(500-2*40)22 2.128 4.256 6.7174跨.吊筋216200+2*50+2*20*d+2*1.414*(500-2*40)22 2.128 4.256 6.7174跨.箍筋182*((250-2*40)+(500-2*40))+2*(11.9*d)4545 1.3761.6524.3264跨.拉筋18(250-2*40)+2*(11.9*d)23230.368.28 3.2674跨.次梁加筋182*((250-2*40)+(500-2*40))+2*(11.9*d)66 1.378.22 3.2434跨.次梁加筋282*((250-2*40)+(500-2*40))+2*(11.9*d)66 1.378.22 3.2435跨.箍筋182*((250-2*40)+(500-2*40))+2*(11.9*d)33 1.37 4.11 1.6225跨.箍筋282*((250-2*40)+(500-2*40))+2*(11.9*d)88 1.3710.96 4.3255跨.拉筋18(250-2*40)+2*(11.9*d)550.36 1.80.71构件数量：10跨.下通长筋120-40+12*d+16049+41*d-25422214.52729.05471.6520跨.右支座筋120-40+12*d+924+242511 3.549 3.5498.752 0跨.侧面构造通长筋112-40+16049+15*d+12.5*d+1804416.51966.07658.6630跨.上部钢筋116-40+12*d+799+12*d33 1.143 3.429 5.4121跨.上部钢筋11612*d+7025+12*d337.40922.22735.0822跨.右支座筋1222667+266722 5.33410.66831.8342跨.右支座筋3202667+266722 5.33410.66826.3092跨.右支座筋5222667+266711 5.334 5.33415.9172跨.上部钢筋11612*d+7725+12*d338.10924.32738.3963跨.下通长筋12041*d-2542+7775+41*d-254222 4.3318.66221.3623跨.右支座筋1252667+266733 5.33416.00261.6623跨.右支座筋4202667+266722 5.33410.66826.3093跨.右支座筋6252667+266711 5.334 5.33420.554构件名称：L4(9B)[773]本构件钢筋重：2088.22Kg构件位置：<16,A-73><16,L+27>3跨.侧面受扭筋11235*d+7775+35*d+12.5*d668.76552.5946.693跨.上部钢筋12512*d+7775+12*d228.37516.7564.5443跨.上部钢筋32212*d+7775+12*d448.30333.21299.1064跨.下通长筋12041*d-2542+47025+34*d2245.98391.966226.8034跨.右支座筋1182667+266711 5.334 5.33410.6554跨.侧面受扭筋11235*d+7750+35*d+12.5*d668.7452.4446.5574跨.上部钢筋12212*d+7750+12*d338.27824.83474.1065跨.右支座筋1182667+266711 5.334 5.33410.6555跨.侧面构造筋11215*d+15750+15*d+12.5*d+1804416.4465.7658.3835跨.上部钢筋11612*d+7750+12*d338.13424.40238.5156跨.右支座筋1202667+266733 5.33416.00239.4636跨.上部钢筋11612*d+7750+12*d338.13424.40238.5157跨.侧面受扭筋11235*d+7775+35*d+12.5*d668.76552.5946.697跨.上部钢筋12512*d+7775+12*d228.37516.7564.5447跨.上部钢筋32212*d+7775+12*d448.30333.21299.1068跨.跨中筋12034*d+7725+34*d339.08527.25567.215 8跨.侧面构造通长筋11215*d+16002-40+12.5*d+1804416.47265.88858.4978跨.上部钢筋11612*d+7725+12*d338.10924.32738.3969跨.右支座筋1202466+34*d-24911 2.897 2.8977.1449跨.上部钢筋11612*d+7025+12*d337.40922.22735.08210跨.左支座筋11634*d+752-40+12*d33 1.448 4.344 6.85610跨.上部钢筋11612*d+752-40+12*d33 1.096 3.288 5.190跨.箍筋182*((250-2*40)+(700-2*40))+2*(11.9*d)99 1.7715.93 6.2860跨.拉筋18(250-2*40)+2*(11.9*d)10100.36 3.6 1.4211跨.吊筋116200+2*50+2*20*d+2*1.414*(700-2*40)22 2.694 5.3888.5041跨.箍筋1102*((250-2*40)+(700-2*40))+2*(11.9*d)3636 1.81865.44840.3511跨.拉筋18(250-2*40)+2*(11.9*d)38380.3613.68 5.3981跨.次梁加筋182*((250-2*40)+(700-2*40))+2*(11.9*d)66 1.7710.62 4.192跨.箍筋1102*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.81872.7244.8352跨.拉筋18(250-2*40)+2*(11.9*d)42420.3615.12 5.9663跨.吊筋116250+2*50+2*20*d+2*1.414*(700-2*40)22 2.744 5.4888.6623跨.箍筋1102*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.81872.7244.8353跨.拉筋18(250-2*40)+2*(11.9*d)63630.3622.688.9493跨.次梁加筋182*((250-2*40)+(700-2*40))+2*(11.9*d)66 1.7710.62 4.194跨.吊筋116250+2*50+2*20*d+2*1.414*(700-2*40)22 2.744 5.4888.6624跨.吊筋216200+2*50+2*20*d+2*1.414*(700-2*40)22 2.694 5.3888.5044跨.箍筋1102*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.81872.7244.8354跨.拉筋18(250-2*40)+2*(11.9*d)63630.3622.688.9494跨.次梁加筋182*((250-2*40)+(700-2*40))+2*(11.9*d)66 1.7710.62 4.194跨.次梁加筋282*((250-2*40)+(700-2*40))+2*(11.9*d)66 1.7710.62 4.195跨.箍筋182*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.7770.827.9375跨.拉筋18(250-2*40)+2*(11.9*d)42420.3615.12 5.9666跨.箍筋182*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.7770.827.9376跨.拉筋18(250-2*40)+2*(11.9*d)42420.3615.12 5.9667跨.吊筋116250+2*50+2*20*d+2*1.414*(700-2*40)22 2.744 5.4888.6627跨.箍筋1102*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.81872.7244.8357跨.拉筋18(250-2*40)+2*(11.9*d)63630.3622.688.9497跨.次梁加筋182*((250-2*40)+(700-2*40))+2*(11.9*d)66 1.7710.62 4.198跨.箍筋182*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.7770.827.9378跨.拉筋18(250-2*40)+2*(11.9*d)42420.3615.12 5.9669跨.吊筋116200+2*50+2*20*d+2*1.414*(700-2*40)22 2.694 5.3888.5049跨.箍筋182*((250-2*40)+(700-2*40))+2*(11.9*d)3636 1.7763.7225.1439跨.拉筋18(250-2*40)+2*(11.9*d)38380.3613.68 5.3989跨.次梁加筋182*((250-2*40)+(700-2*40))+2*(11.9*d)66 1.7710.62 4.1910跨.箍筋182*((250-2*40)+(700-2*40))+2*(11.9*d)33 1.77 5.31 2.09510跨.箍筋282*((250-2*40)+(700-2*40))+2*(11.9*d)88 1.7714.16 5.58710跨.拉筋18(250-2*40)+2*(11.9*d)10100.36 3.6 1.421构件数量：11跨.左支座筋120450-40+720/2-250+300022 3.527.0417.3621跨.左支座筋322450-40+720/2-250+300022 3.527.0421.0081跨.跨中筋11841*d-2775+8650+41*d-277533 4.57613.72827.4231跨.右支座筋1203000+30002261229.5941跨.右支座筋3223000+30002261235.809 1跨.侧面构造通长筋11215*d+24529+15*d+12.5*d+3606625.399152.394135.2981跨.上通长筋118450-40+720/2+24529+4000-40+720/22229.61959.238118.3331跨.上通长筋316450-40+720/2+24529+4000-40+720/21129.61929.61946.7492跨.跨中筋12541*d-2775+8550+41*d-277533 5.0515.1558.3792跨.右支座筋1203000+6779+4000-40+720/22214.09928.19869.5412跨.右支座筋3203000+450-40+15*d-10011 3.61 3.618.9033跨.左支座筋12234*d-350+300022 3.398 6.79620.283跨.右支座筋1203616+4000-40+720/2-200011 5.936 5.93614.6391跨.吊筋116200+2*50+2*20*d+2*1.414*(800-2*40)22 2.976 5.9529.394构件名称：JKL13(3)[774]本构件钢筋重：867.74Kg构件位置：<14,1><18-418,1>1跨.吊筋216200+2*50+2*20*d+2*1.414*(800-2*40)22 2.976 5.9529.3941跨.箍筋182*((250-2*40)+(800-2*40))+2*(11.9*d)55 1.979.85 3.8871跨.箍筋282*((250-2*40)+(800-2*40))+2*(11.9*d)5757 1.97112.2944.3081跨.拉筋18(250-2*40)+2*(11.9*d)69690.3624.849.8021跨.次梁加筋182*((250-2*40)+(800-2*40))+2*(11.9*d)66 1.9711.82 4.6641跨.次梁加筋282*((250-2*40)+(800-2*40))+2*(11.9*d)66 1.9711.82 4.6642跨.吊筋116250+2*50+2*20*d+2*1.414*(800-2*40)22 3.026 6.0529.5522跨.箍筋182*((250-2*40)+(800-2*40))+2*(11.9*d)55 1.979.85 3.8872跨.箍筋282*((250-2*40)+(800-2*40))+2*(11.9*d)5656 1.97110.3243.5312跨.拉筋18(250-2*40)+2*(11.9*d)69690.3624.849.8022跨.次梁加筋182*((250-2*40)+(800-2*40))+2*(11.9*d)66 1.9711.82 4.6643跨.吊筋116200+2*50+2*20*d+2*1.414*(800-2*40)22 2.976 5.9529.3943跨.吊筋216200+2*50+2*20*d+2*1.414*(800-2*40)22 2.976 5.9529.3943跨.箍筋182*((250-2*40)+(800-2*40))+2*(11.9*d)55 1.979.85 3.8873跨.箍筋282*((250-2*40)+(800-2*40))+2*(11.9*d)4141 1.9780.7731.8713跨.箍筋382*((250-2*40)+(800-2*40))+2*(11.9*d)4646 1.9790.6235.7573跨.拉筋18(250-2*40)+2*(11.9*d)51510.3618.367.2453跨.次梁加筋182*((250-2*40)+(800-2*40))+2*(11.9*d)66 1.9711.82 4.664。
钢筋表格_精品文档
2注：计算现浇钢筋混凝土轴心受压及偏心受压构件时，如截面的长边或直径小于300mm，则表中混凝土的强度设计值应乘以系数0.8；当构件质量（如混凝土成型、截面和轴线尺寸等）确有保证时，可不受此限制。
2注：在钢筋混凝土结构中，轴心受拉和小偏心受拉构件的钢筋抗拉强度设计值大于300N/mm2时，仍按300N/mm2取用。
注:d为纵向钢筋直径，h b为梁截面高度.注:d为纵向钢筋直径，h b为梁截面高度.楼板配筋最小配筋率（%）（受拉）框架梁的面积配箍率（%）（箍筋为HPB235）框架梁纵向受拉钢筋最小配筋率（%）（箍筋为HRB335）框架梁纵向受拉钢筋最小配筋率（%）（箍筋为HRB400）2附加箍筋承受集中荷载力（kN）（HBP235级钢筋）注：当梁高大于800mm时，取60。
剪力墙约束边缘构件体积配箍率（%）剪力墙构造边缘构件的配筋要求HPB235级钢筋最小锚固长度La（mm）注：α=0.16，f y=210N/mm2,当混凝土强度等级高于C40时按C40取值HRB335级钢筋最小锚固长度La（mm）注：α=0.14，f y=300N/mm2,当混凝土强度等级高于C40时按C40取值HRB400级钢筋最小锚固长度La（mm）注：α=0.14，f y=360N/mm2,当混凝土强度等级高于C40时按C40取值混凝土结构的抗震等级注：1.丙类建筑应按本地区的设防烈度直接由本表确定抗震等级：其他设防烈度的建筑，应按现行国家标准《建筑抗震设计规范》GB50011的规定调整设防烈度后，再按本表确定抗震等级；2.建筑场地为Ⅰ类时，除6度设防烈度外，应允许按本地区设防烈度降低一度所对应的抗震等级采取抗震构造措施，但相应的计算要求不应降低；3.框架—剪力墙结构，当按基本振型计算地震作用时，若框架部分承受的地震倾覆力矩大于结构总倾覆力矩的50%，框架部分应按表中框架结构的抗震等级设计；4.部分框支剪力墙结构中，剪力墙加强部位以上的一般部分，应按剪力墙结构的剪力墙确定其抗震等级。
（图形）钢筋明细表
（图形）钢筋明细表钢筋名称级别直径钢筋简图长度计算式根数单长m 重量kg层数:1板底筋[4~6:A~A]8-20+1560-20+2*6.25*D 7 1.62 4.48板负筋[4:F~A]8(100-20)+590+(100-20)710.7521.03构造分布筋[C:4~5]6150+8114+150+0.6*30058.619.55板底筋[6~9:B~B]8((240/2))+4560+((240/2))+2*6.25*D 17 4.932.9板负筋[6:A~A]8(240-25-30)+15*D+885+(100-20)+6.25*D 8 1.32 4.17板负筋[6:A~A]8(100-20)+590+(100-20)70.75 2.07构造分布筋[A:6~6]6150+773+1503 1.070.71构造分布筋[A:6~7]6150+615+15040.920.81板负筋[8:A~B]10(100-20)+2040+(100-20)19 2.225.79构造分布筋[A:7~9]6150+2025+1508 2.33 4.13板负筋[9:B~A]8(100-20)+435+(240-25-30)+15*D+6.25*D 170.87 5.84构造分布筋[A:9~9]6150+2475+1502 2.78 1.23板底筋[4~6:B~B]8((240/2))+1560+((240/2))+2*6.25*D 10 1.97.51板负筋[4:A~B]8(100-20)+435+(240-25-30)+15*D+6.25*D 80.87 2.75板负筋[6:A~B]8(240-25-30)+15*D+795+(100-20)+6.25*D 19 1.239.23构造分布筋[B:5~4]6150+1188+1502 1.490.66构造分布筋[B:7~5]6150+1643+34*D 8 2. 3.55板底筋[1~2:B~B]8-20+1560-20+2*6.25*D 7 1.62 4.48板负筋[1:B~B]8(100-20)+610+(100-20)70.77 2.13构造分布筋[B:1~1]6150+872+15031.190.79编号:LB1相同构件:1 重量：1907.12[4~6:A~A]1907.12 * 1= 1907.12钢筋明细表工程名称:竣工后图形第1页共18页楼层:首层钢筋总重:4359.37构件：板本类构件：4359.37 16201620490019005908080590808061080808605107323252775148819971191112012080103012080915204080806708012067080120板底筋[2~4:C~C]8((240/2))+2760+((240/2))+2*6.25*D17 3.120.82板负筋[3:B~B]8(240-25-30)+15*D+885+(100-20)+6.25*D7 1.32 3.65 构造分布筋[B:2~1/3]6150+445+15040.750.66板负筋[4:C~B]8(100-20)+2040+(100-20)23 2.219.99构造分布筋[B:1/3~6]6150+1553+1508 1.85 3.29板底筋[4~8:C~C]8((240/2))+4560+((240/2))+2*6.25*D17 4.932.9板负筋[8:C~B]8(100-20)+2040+(100-20)23 2.219.99构造分布筋[B:7~9]6150+2010+1508 2.31 4.1板底筋[8~9:C~C]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[9:C~B]8(100-20)+435+(240-25-30)+15*D+6.25*D170.87 5.84 构造分布筋[B:9~9]6150+2460+1502 2.76 1.23板底筋[1~2:C~C]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75板负筋[1:B~C]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09板负筋[2:B~C]10(240-25-30)+15*D+795+(100-20)+6.25*D9 1.277.07构造分布筋[C:1/3~1]6150+1331+1508 1.66 2.94构造分布筋[C:1~1]6150+875+1502 1.180.52板底筋[1~2:C~C]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75板负筋[1:C~D]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09板负筋[2:C~D]10(240-25-30)+15*D+795+(100-20)+6.25*D9 1.277.07构造分布筋[C:1/3~1]634*D+1318+1508 1.65 2.92构造分布筋[C:1~1]6150+875+1502 1.180.52板底筋[2~4:C~C]8((240/2))+2760+((240/2))+2*6.25*D17 3.120.82板负筋[4:D~C]8(100-20)+2040+(100-20)23 2.219.99构造分布筋[D:1/3~6]6150+1560+1508 1.86 3.3板底筋[4~8:C~C]8((240/2))+4560+((240/2))+2*6.25*D17 4.932.9 490049001900190019003100310018532310276016581175117516451860112012080104315080104315080745204080802040808020408080670801206708012067080120板负筋[8:D~C]8(100-20)+2040+(100-20)23 2.219.99构造分布筋[C:7~9]6150+2010+1508 2.31 4.1板底筋[8~9:C~C]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[9:D~C]8(100-20)+435+(240-25-30)+15*D+6.25*D170.87 5.84 构造分布筋[D:9~9]6150+2460+1502 2.76 1.23板负筋[1:D~D]8(100-20)+690+(100-20)70.85 2.35板底筋[1~2:D~D]8-20+1560-20+2*6.25*D7 1.62 4.48构造分布筋[D:1~1]6150+857+1503 1.180.78板负筋[2:D~D]8(100-20)+666+(100-20)70.83 2.28板负筋[3:D~D]8(240-25-30)+15*D+885+(100-20)+6.25*D8 1.32 4.17构造分布筋[D:2~1/3]6150+700+1504 1.0.89构造分布筋[D:2~2]6150+857+1503 1.160.77板负筋[1:E~D]8(100-20)+570+(100-20)70.73 2.02板底筋[1~2:E~E]8-20+1560-20+2*6.25*D7 1.62 4.48构造分布筋[E:1~1]6150+824+1503 1.140.76板底筋[2~4:F~F]8((240/2))+2760+((240/2))+2*6.25*D17 3.120.82板负筋[2:E~D]8(100-20)+562+(100-20)70.72 2.板负筋[3:E~D]8(240-25-30)+15*D+885+(100-20)+6.25*D8 1.32 4.17构造分布筋[E:2~1/3]6150+700+1504 1.0.89构造分布筋[E:2~2]6150+1092+1503 1.390.93板负筋[4:F~D]10(100-20)+2040+(100-20)17 2.223.08构造分布筋[E:1/3~6]6150+1575+1508 1.88 3.33板底筋[4~8:E~E]8((240/2))+4560+((240/2))+2*6.25*D17 4.932.9板负筋[8:F~D]10(100-20)+2040+(100-20)17 2.223.08构造分布筋[E:7~9]6150+2025+1508 2.33 4.13 1620162049003100 690 8080 666 8080 570 8080 562 8080 2325 2310 2760 1175 1000 1000 1157 1142 1392 1875 1120 12080 1120 12080 2040 8080 2040 8080 2040 808080120板底筋[8~9:E~E]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[9:F~D]8(100-20)+435+(240-25-30)+15*D+6.25*D170.87 5.84 构造分布筋[E:9~9]6150+2475+1502 2.78 1.23板底筋[1~2:F~F]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75板负筋[1:F~E]8(240-25-30)+15*D+435+(100-20)+6.25*D90.87 3.09 构造分布筋[F:1~1/3]634*D+1318+1508 1.67 2.97构造分布筋[F:1~1]6150+890+1502 1.190.53板负筋[3:F~E]10(240-25-30)+15*D+795+(100-20)+6.25*D10 1.277.85板负筋[5:G~H]10(120-20)+1793+(100-20)10 1.9712.17板底筋[6~7:H~H]8((240/2))+2760+((240/2))+2*6.25*D8 3.19.8板负筋[7:H~G]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[G:7~8]6150+458+15040.760.67板底筋[7~10:G~H]8-20+3355+((240/2))+2*6.25*D8 3.5611.23板负筋[10:H~G]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[G:9~10]6150+225+15040.530.47板底筋[10~11:G~H]8((240/2))+3360+((240/2))+2*6.25*D8 3.711.69板负筋[11:H~G]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[H:11~11]6150+225+15040.530.47板底筋[11~12:H~H]8((240/2))+3360+((240/2))+2*6.25*D8 3.711.69板负筋[12:H~G]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[G:12~12]6150+225+15040.530.47板底筋[12~13:H~H]8((240/2))+3360+((240/2))+2*6.25*D8 3.711.69板负筋[13:H~G]8(100-20)+345+34*D80.7 2.2构造分布筋[G:13~13]6150+225+15020.530.23板底筋[13~14:H~H]8((240/2))+3360+((350/2))+2*6.25*D8 3.7611.87 1900190031003700 3700 3700 3755 560 8057 2775 1672 1190 1043 15080 1793 10080 758 525 525 525 525 670 80120 670 12080 1140 8080 1140 8080 1140 8080 1140板面筋[14:G~H]834*D+3360+34*D+2*6.25*D8 4.12.65板底筋[6~7:J~J]8((240/2))+2760+((240/2))+2*6.25*D7 3.18.57板面筋[6:H~J]8(240-25-30)+15*D+2760+(240-25-30)+15*D+2*6.25*D7 3.479.59板底筋[1~3:K~K]8-20+2360-20+2*6.25*D15 2.4214.34板负筋[1:K~J]8(100-20)+860+(100-20)15 1.02 6.04构造分布筋[J:1~1]6150+1930+1504 2.24 1.99板负筋[3:K~J]8(100-20)+860+(100-20)15 1.02 6.04构造分布筋[J:2~3]6150+2240+1504 2.57 2.28板底筋[3~5:K~K]8((240/2))+2760+((240/2))+2*6.25*D15 3.118.37板负筋[1/3:K~J]8(240-25-30)+15*D+735+(100-20)+6.25*D15 1.17 6.93构造分布筋[K:3~1/3]6150+1370+1503 1.67 1.11板负筋[5:K~J]8(100-20)+735+(240-25-30)+15*D+6.25*D15 1.17 6.93构造分布筋[K:4~6]6150+1370+1503 1.67 1.11板底筋[3~5:L~L]8-20+2760-20+2*6.25*D14 2.8215.59板负筋[1/3:K~M]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[L:3~1/3]6150+1643+1504 1.96 1.74板负筋[5:K~M]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[L:4~6]6150+1643+1504 1.96 1.74板底筋[7~8:M~M]8-20+1360-20+2*6.25*D8 1.42 4.49板负筋[7:M~L]8(100-20)+578+(100-20)80.74 2.33构造分布筋[L:7~7]6150+1069+1503 1.390.92板底筋[8~10:M~M]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[8:M~L]8(100-20)+597+(100-20)80.76 2.39板负筋[8:M~L]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75构造分布筋[L:8~9]6150+1125+34*D2 1.480.66 3100310024202820 1420 2100 860 8080 860 8080 960 8080 960 8080 578 8080 597 8080 2244 2567 1670 1670 1956 1956 1387 1479 670 12080 970 12080 970 80120 3947573230120120构造分布筋[M:8~8]6150+1314+1503 1.61 1.07板负筋[10:M~L]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[L:9~10]6150+1125+34*D4 1.48 1.31板底筋[10~11:M~M]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[10:M~L]8(100-20)+435+(240-25-30)+15*D+6.25*D80.87 2.75板负筋[11:M~L]8(100-20)+598+(100-20)80.76 2.4构造分布筋[L:10~11]6150+1125+34*D2 1.480.66构造分布筋[M:11~11]6150+1116+1503 1.420.94板底筋[11~11:M~M]8-20+1360-20+2*6.25*D8 1.42 4.49板负筋[11:M~L]8(100-20)+1040+(100-20)8 1.2 3.79构造分布筋[L:11~11]6150+1032+1505 1.34 1.49板底筋[11~11:M~M]8-20+1360-20+2*6.25*D8 1.42 4.49板底筋[11~12:M~M]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[11:M~L]8(100-20)+610+(100-20)80.77 2.43板负筋[12:M~L]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75 构造分布筋[L:11~12]6150+1125+34*D2 1.480.66构造分布筋[M:11~11]6150+1123+1503 1.420.95板负筋[12:M~L]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[L:12~12]6150+1125+34*D4 1.48 1.31板底筋[12~13:L~L]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[12:M~L]8(100-20)+435+(240-25-30)+15*D+6.25*D80.87 2.75板负筋[13:M~L]8(100-20)+466+(100-20)80.63 1.98构造分布筋[L:12~13]6150+1125+34*D2 1.480.66构造分布筋[M:13~13]6150+1199+1502 1.50.67板底筋[13~13:M~M]8-20+1360-20+2*6.25*D8 1.42 4.49 142014202100 2100 2100 610 8080 598 8080 466 8080 1479 1479 1479 1479 1479 1614 1416 1342 1423 1499 670 80120 670 80120 670 12080 1140 8080 1140 80808080板负筋[13:M~L]8(100-20)+627+(100-20)80.79 2.49构造分布筋[M:13~13]6150+1079+1503 1.420.94板负筋[A:4~6]8(100-20)+590+(100-20)80.75 2.37板负筋[A:6~8]8(240-25-30)+15*D+885+(100-20)+6.25*D14 1.327.3板负筋[A:8~9]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75构造分布筋[8:A~A]6150+225+15020.530.23板底筋[6~6:A~A]8-20+1260-20+2*6.25*D8 1.32 4.17板负筋[A:4~6]8(100-20)+590+(100-20)90.75 2.67构造分布筋[6:A~A]6150+830+1503 1.130.75构造分布筋[6:A~A]6150+1073+1503 1.390.93板底筋[7~7:A~B]8((240/2))+3360+((240/2))+2*6.25*D22 3.732.15构造分布筋[7:A~A]6150+975+1504 1.28 1.13板底筋[6~6:A~B]8((240/2))+1860+((240/2))+2*6.25*D8 2.2 6.95板负筋[A:6~4]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75 构造分布筋[6:A~B]6150+330+15020.630.28板负筋[B:2~1]8(100-20)+610+(100-20)80.77 2.43构造分布筋[2:B~B]6150+1316+1503 1.63 1.09板负筋[B:4~2]10(240-25-30)+15*D+915+(100-20)+6.25*D14 1.3912.03构造分布筋[1/3:B~B]6150+975+1504 1.28 1.13板负筋[B:4~6]8(100-20)+435+(240-25-30)+15*D+6.25*D80.87 2.75板负筋[B:4~8]8(100-20)+1990+(100-20)46 2.1539.07构造分布筋[6:B~B]634*D+1560+34*D2 1.970.87构造分布筋[7:B~B]634*D+3210+1508 3.54 6.28板负筋[B:9~8]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[8:B~B]6150+225+15040.530.47 3700132022005908080590808061080806278080141511301391127512751634196835371120120801163150805255256306708012067012080670120801140808019908080板底筋[2~2:B~B]8-20+1360-20+2*6.25*D 8 1.42 4.49板底筋[1/3~1/3:B~C]8((240/2))+3360+((240/2))+2*6.25*D 14 3.720.46板底筋[7~7:B~C]8((240/2))+3360+((240/2))+2*6.25*D 23 3.733.61板底筋[9~9:B~C]8((240/2))+3360+((240/2))+2*6.25*D 8 3.711.69板底筋[2~2:B~C]8((240/2))+1760+((240/2))+2*6.25*D 8 2.1 6.64板负筋[B:1~2]8(100-20)+610+(100-20)80.77 2.43板负筋[C:2~1]8(240-25-30)+15*D+435+(100-20)+6.25*D 80.87 2.75构造分布筋[1:B~B]6150+1436+1503 1.74 1.16构造分布筋[2:B~C]6150+330+15020.630.28板负筋[C:1~2]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[2:C~C]6150+330+15040.630.56板负筋[C:2~4]8(100-20)+2040+(100-20)19 2.216.51构造分布筋[1/3:C~C]634*D+1860+1508 2.21 3.93板负筋[C:4~8]8(100-20)+2040+(100-20)31 2.226.94构造分布筋[7:C~C]6150+2760+1508 3.06 5.43板负筋[C:9~8]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[9:C~C]6150+225+15040.530.47板底筋[2~2:C~D]8((240/2))+1760+((240/2))+2*6.25*D82.16.64板底筋[1/3~1/3:C~D]8((240/2))+3360+((240/2))+2*6.25*D 14 3.720.46板底筋[7~7:C~D]8((240/2))+3360+((240/2))+2*6.25*D 23 3.733.61板底筋[9~9:C~D]8((240/2))+3360+((240/2))+2*6.25*D 8 3.711.69板底筋[1~1:D~D]8-20+1360-20+2*6.25*D8 1.42 4.49板负筋[C:1~2]8(100-20)+435+(240-25-30)+15*D+6.25*D 80.87 2.75板负筋[D:1~2]8(100-20)+595+(100-20) 80.762.393700370037003700370037001420 142021002100610808059580801736 22143060525630630204080802040808067080120670120801140808011408080构造分布筋[2:C~D]6150+330+15020.630.28构造分布筋[2:D~D]6150+976+1503 1.280.85板负筋[D:1~2]8(100-20)+1040+(100-20)8 1.2 3.79构造分布筋[2:D~E]6150+949+1505 1.26 1.4板负筋[D:2~4]10(100-20)+2040+(100-20)14 2.219.构造分布筋[1/3:D~E]6150+975+1508 1.28 2.26板负筋[D:4~8]10(100-20)+2040+(100-20)23 2.231.22构造分布筋[7:D~E]6150+2760+1508 3.06 5.43板负筋[D:8~9]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[9:E~D]6150+225+15040.530.47板底筋[1~1:D~E]8-20+1360-20+2*6.25*D8 1.42 4.49板负筋[E:1~2]8(100-20)+644+(100-20)80.8 2.54构造分布筋[1:E~E]6150+1125+1503 1.430.95板底筋[1/3~1/3:D~F]8((240/2))+3360+((240/2))+2*6.25*D14 3.720.46[7~7:D~F]8((240/2))+3360+((240/2))+2*6.25*D23 3.733.61板底筋[9~8:D~F]8((240/2))+3360+((240/2))+2*6.25*D8 3.711.69板底筋[2~2:E~F]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[E:1~2]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75 构造分布筋[2:E~E]6150+1125+34*D2 1.480.66板负筋[F:1~2]8(100-20)+435+(240-25-30)+15*D+6.25*D80.87 2.75构造分布筋[2:F~F]6150+1125+34*D2 1.480.66板负筋[F:2~4]8(100-20)+885+(240-25-30)+15*D+6.25*D14 1.327.3构造分布筋[1/3:F~F]6150+1065+1504 1.37 1.21板负筋[F:4~8]8(100-20)+885+(240-25-30)+15*D+6.25*D23 1.3211.99构造分布筋[7:F~F]6150+2760+1504 3.06 2.72 37003700370014202100644808014791275306030601276126014251365112080120112080120525630204080802040808067080120670120801140808010408080板负筋[F:8~9]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75构造分布筋[9:F~F]6150+225+15020.530.23板底筋[6~6:G~H]8((240/2))+1560+((240/2))+2*6.25*D14 1.910.51板负筋[G:6~7]8(240-25-30)+15*D+435+(100-20)+6.25*D140.87 4.81 构造分布筋[6:G~G]6150+1480+1502 1.780.79板底筋[8~8:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:7~10]8(240-25-30)+15*D+435+(100-20)+6.25*D170.87 5.84 构造分布筋[8:G~G]6150+2460+1502 2.76 1.23板底筋[11~11:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:10~11]8(240-25-30)+15*D+435+(100-20)+6.25*D170.87 5.84构造分布筋[11:G~G]6150+2460+1502 2.76 1.23板底筋[12~12:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:11~12]8(240-25-30)+15*D+435+(100-20)+6.25*D170.87 5.84构造分布筋[G:11~12]6150+2460+1502 2.76 1.23板底筋[13~13:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:12~13]8(240-25-30)+15*D+435+(100-20)+6.25*D170.87 5.84构造分布筋[12:G~G]6150+2565+1502 2.87 1.27板底筋[14~14:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板面筋[13:G~14:H]8(240-25-30)+15*D+1560+(240-25-30)+15*D+2*6.25*D17 2.2715.24板底筋[7~7:H~J]8((240/2))+1260+((240/2))+2*6.25*D14 1.68.85板负筋[H:6~7]8(100-20)+435+34*D140.79 4.35板面筋[J:6~7]8(240-25-30)+15*D+1260+34*D+2*6.25*D14 1.9410.71构造分布筋[6:H~H]6150+1713+1503 2.03 1.35板负筋[H:7~10]10(100-20)+2040+(120-20)17 2.2223.29构造分布筋[8:G~J]6150+2018+1508 2.32 4.12 190019001900 1900 1900 1600 650 8057 2760 2760 2760 1780 2865 2031 2318 1760 12057 2040 80100 525 670 12080 670 12080 670 12080 670 12080 670 12080 6702030120120板负筋[H:10~11]8(100-20)+2040+(120-20)17 2.2214.91构造分布筋[10:G~J]6150+2010+1508 2.31 4.1板负筋[H:11~12]8(100-20)+2040+(120-20)17 2.2214.91构造分布筋[11:G~J]6150+2010+1508 2.31 4.1板负筋[H:12~13]10(100-20)+2040+(120-20)17 2.2223.29构造分布筋[13:G~J]6150+2070+1508 2.37 4.21板底筋[2~2:J~K]8-20+2860-20+2*6.25*D12 2.9213.84板负筋[J:1~3]8(100-20)+860+(100-20)12 1.02 4.83构造分布筋[2:J~J]6150+1430+1504 1.74 1.55板底筋[4~4:J~K]8-20+2890+((240/2))+2*6.25*D14 3.0917.09板负筋[J:3~5]12(240-25-30)+15*D+725+(100-20)+6.25*D19 1.2521.01 构造分布筋[4:J~J]6150+1290+1503 1.59 1.06板负筋[K:3~5]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[4:K~K]6150+1658+1504 1.99 1.76板负筋[K:1~3]8(100-20)+860+(100-20)12 1.02 4.83构造分布筋[2:K~K]6150+1740+1504 2.07 1.84板底筋[4~4:K~M]8-20+2790-20+2*6.25*D14 2.8515.76板负筋[K:5~3]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[4:K~L]6150+1680+1504 1.98 1.76板底筋[8~8:L~M]8-20+1560-20+2*6.25*D7 1.62 4.48板负筋[L:7~8]8(100-20)+636+(100-20)70.8 2.2构造分布筋[8:L~L]6150+897+1503 1.20.8板底筋[9~9:L~M]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75[10~10:L~M]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75板底筋[11~11:L~M]8-20+1560-20+2*6.25*D7 1.62 4.48 1620 16201900190029203090285086080808608080960808096080806368080231023102370174415901985206719801197204020408010020408010098518080板负筋[L:11~11]8(100-20)+586+(100-20)70.75 2.06构造分布筋[11:L~L]6150+855+1503 1.160.77板底筋[11~11:L~M]8-20+1560-20+2*6.25*D7 1.62 4.48板负筋[L:11~11]8(100-20)+523+(100-20)70.68 1.89构造分布筋[11:L~L]6150+847+1503 1.150.76板底筋[12~12:L~M]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75 板底筋[12~12:L~M]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75 板底筋[13~13:L~M]8-20+1560-20+2*6.25*D7 1.62 4.48板负筋[L:13~13]8(100-20)+602+(100-20)70.76 2.11构造分布筋[13:L~L]6150+952+1503 1.270.85板负筋[M:3~5]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[4:M~M]6150+1680+1504 2.01 1.78板负筋[M:7~8]8(100-20)+582+(100-20)70.74 2.05构造分布筋[8:M~M]634*D+1128+1503 1.460.98板负筋[M:8~10]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09构造分布筋[9:M~M]6150+875+1502 1.180.52板负筋[M:10~11]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09构造分布筋[10:M~M]6150+875+1502 1.180.52板负筋[M:11~11]8(100-20)+560+(100-20)70.72 1.99构造分布筋[11:M~M]6150+1107+34*D3 1.440.96板负筋[M:11~11]8(100-20)+612+(100-20)70.77 2.13构造分布筋[11:M~M]634*D+1103+1503 1.440.96板负筋[M:11~12]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09构造分布筋[12:M~M]6150+875+1502 1.180.52板负筋[M:12~13]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09 16201620190019009608080586808052380806028080582808056080806128080117511751175115511471270200714641443143967080120670801206708012067080120构造分布筋[12:M~M]6150+875+1502 1.180.52板负筋[M:13~13]8(100-20)+600+(100-20)70.76 2.1构造分布筋[13:M~M]6150+1156+34*D31.490.99板底筋[13~14:F~F]10-20+3419+6.25*D 18 3.4638.45板底筋[14~15:F~F]103419-20+6.25*D 18 3.4638.45板负筋[13:G~E]834*D+1732+(120-20)14 2.111.64板负筋[15:G~E]8(120-20)+1732+34*D14 2.111.64板底筋[1~5:H~H]8((240/2))+5360+((240/2))+2*6.25*D 16 5.736.02板负筋[1:J~G]8(240-25-30)+15*D+815+(120-20)+6.25*D 16 1.278.03构造分布筋[H:1~2]6150+1430+1504 1.73 1.54构造分布筋[H:4~6]6150+778+1508 1.08 1.91板底筋[14~15:H~H]8((350/2))+3195+((350/2))+2*6.25*D 8 3.6511.52板负筋[14:H~G]834*D+235+(120-20)+6.25*D 80.66 2.08构造分布筋[H:14~14]6150+225+15010.530.12板负筋[15:H~G]8(120-20)+1140+(120-20)8 1.34 4.23构造分布筋[H:15~15]6150+225+15040.530.47板底筋[15~16:H~H]8((350/2))+3250+((350/2))+2*6.25*D 8 3.711.69板负筋[16:H~G]8(120-20)+1907+(120-20)18 2.1114.98构造分布筋[H:16~16]6150+570+15080.87 1.55板底筋[16~17:J~J]8((350/2))+3250+((350/2))+2*6.25*D 49 3.771.61板负筋[17:L~G]8(120-20)+2040+(120-20)74 2.2465.48构造分布筋[J:17~17]6150+5660+1508 5.9610.59板底筋[17~18:J~J]8((350/2))+2950+((350/2))+2*6.25*D 41 3.455.06板负筋[18:L~G]12(120-20)+1900+(120-20)412.176.46[13~14:F~F]2019.56 * 1= 2019.56编号:LB2相同构件:1 重量：2019.56 370037003462 346257003645 340060080801175149217301078596019475710019471005752552587010501201001140100100190710010020401001001900100100557100构造分布筋[J:18~18]6150+5730+1508 6.0310.71板底筋[18~19:J~J]10((350/2))+2895+((350/2))+2*6.25*D37 3.3776.93板负筋[19:L~G]8(120-20)+705+34*D+6.25*D37 1.1316.47构造分布筋[J:19~19]6150+5730+1503 6.03 4.02板负筋[4:J~H]8(120-20)+815+(240-25-30)+15*D+6.25*D7 1.27 3.51构造分布筋[H:4~6]6150+655+15040.960.85板底筋[7~10:K~K]8((240/2))+3360+((240/2))+2*6.25*D28 3.740.92板负筋[7:L~H]8(240-25-30)+15*D+885+(120-20)+6.25*D28 1.3414.82 构造分布筋[J:7~8]6150+3775+1504 4.08 3.62板负筋[10:L~H]8(120-20)+2040+(120-20)56 2.2449.55构造分布筋[J:9~10]6150+3865+1508 4.177.4板底筋[10~11:J~J]8((240/2))+3360+((240/2))+2*6.25*D28 3.740.92板负筋[11:L~H]8(120-20)+2040+(120-20)37 2.2432.74构造分布筋[J:11~11]6150+3775+1508 4.087.24板底筋[11~12:J~J]8((240/2))+3360+((240/2))+2*6.25*D28 3.740.92板负筋[12:L~H]8(120-20)+2040+(120-20)56 2.2449.55构造分布筋[J:12~12]6150+3865+1508 4.177.4板底筋[12~13:J~J]8((240/2))+3360+((240/2))+2*6.25*D28 3.740.92板负筋[13:L~H]8(120-20)+885+(240-25-30)+15*D+6.25*D28 1.3414.82 构造分布筋[J:13~13]6150+3775+1504 4.08 3.62板底筋[14~15:J~J]8((350/2))+3195+((350/2))+2*6.25*D37 3.6553.27板负筋[14:L~H]834*D+775+(120-20)+6.25*D28 1.213.24构造分布筋[J:14~14]6150+3775+1504 4.08 3.62板负筋[15:L~H]12(120-20)+2040+(120-20)37 2.2473.6构造分布筋[J:15~15]6150+3775+1508 4.087.24 370037003700370036453370 6030 6030 4075 4075 4075 4075 4075 4165 4165 955 2040 100100 2040 100100 2040 100100 2040 100100 1050 100120 1120 120100 1120 100120 1027 100 1097 100板底筋[15~16:J~J]8((350/2))+3250+((350/2))+2*6.25*D31 3.745.31板负筋[16:L~H]8(120-20)+2040+(120-20)56 2.2449.55构造分布筋[J:16~16]6150+4223+1508 4.528.03板负筋[E:13~15]834*D+924+120-3*2035 1.2617.36板底筋[14~14:E~F]101378-20+6.25*D25 1.4221.92板面筋[F:13~14]834*D+1540+(120-20)+6.25*D25 1.9619.37板底筋[15~15:E~F]101702-20+6.25*D25 1.7526.92板面筋[F:14~15]834*D+1540+(120-20)+6.25*D25 1.9619.37板负筋[F:13~15]8(120-20)+1055+34*D35 1.4319.73板底筋[3~3:G~J]8((240/2))+3060+((240/2))+2*6.25*D36 3.448.35板负筋[G:1~5]8(240-25-30)+15*D+815+(120-20)+6.25*D27 1.2713.54 构造分布筋[3:G~H]6150+3715+1504 4.02 3.57板底筋[15~15:G~H]8((240/2))+1560+((240/2))+2*6.25*D16 1.912.01板负筋[G:14~15]8(240-25-30)+15*D+435+(120-20)+6.25*D160.89 5.62 构造分布筋[15:G~G]6150+2565+1502 2.87 1.27板底筋[16~16:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:15~16]8(240-25-30)+15*D+435+(120-20)+6.25*D170.89 5.98 构造分布筋[16:G~G]6150+2010+1502 2.31 1.03板底筋[17~17:G~L]8((240/2))+7360+((240/2))+2*6.25*D177.751.71板负筋[G:16~17]8(240-25-30)+15*D+885+(120-20)+6.25*D17 1.349. 构造分布筋[16:G~H]6150+1560+1504 1.86 1.65板底筋[18~18:G~L]8((240/2))+7360+((240/2))+2*6.25*D157.745.62板负筋[G:17~18]8(240-25-30)+15*D+815+(120-20)+6.25*D15 1.277.52构造分布筋[17:G~H]6150+1330+1504 1.63 1.45板底筋[18~18:G~L]8((240/2))+7360+((240/2))+2*6.25*D157.745.62 190019003700340014211745770077007700231018602865452340151630127010057670120100670120100105012010010501201002040100100112012010011768018621001862100板负筋[G:18~19]8(240-25-30)+15*D+815+(120-20)+6.25*D15 1.277.52 构造分布筋[18:G~H]6150+1415+1504 1.72 1.52板底筋[8~8:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板底筋[11~11:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板底筋[12~12:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板底筋[13~13:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板底筋[15~15:H~L]8((240/2))+5560+((240/2))+2*6.25*D16 5.937.29板负筋[H:14~15]10(120-20)+2040+(120-20)18 2.2424.88构造分布筋[15:G~J]6150+2070+1508 2.37 4.21板底筋[16~16:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板负筋[H:15~16]8(120-20)+2040+(120-20)22 2.2419.47构造分布筋[16:G~J]6150+1785+1508 2.09 3.7板负筋[J:1~3]8(120-20)+815+(240-25-30)+15*D+6.25*D13 1.27 6.52构造分布筋[2:H~J]6150+1785+1504 2.09 1.85板负筋[J:3~5]12(120-20)+725+(240-25-30)+15*D+6.25*D19 1.2721.34构造分布筋[4:H~J]6150+1945+1503 2.25 1.5板负筋[L:7~8]8(120-20)+885+(240-25-30)+15*D+6.25*D8 1.34 4.23构造分布筋6150+715+1504 1.020.9板负筋[L:8~10]10(120-20)+795+(240-25-30)+15*D+6.25*D9 1.297.18构造分布筋[9:K~M]6150+1310+34*D8 1.66 2.96板负筋[L:11~10]8(120-20)+795+(240-25-30)+15*D+6.25*D10 1.25 4.94构造分布筋[10:K~M]6150+1310+34*D8 1.66 2.96板负筋[L:11~11]8(120-20)+885+(240-25-30)+15*D+6.25*D8 1.34 4.23构造分布筋[11:K~L]6150+700+1504 1.0.89板负筋[L:11~11]8(120-20)+885+(240-25-30)+15*D+6.25*D8 1.34 4.23 59005900590059005900590010002370171520852085101516641664985100180105012010020401001002040100100105010012011201001201120100120112010012010431001501030100120构造分布筋[11:K~L]6150+700+1504 1.0.89板负筋[L:11~12]8(120-20)+795+(240-25-30)+15*D+6.25*D 10 1.25 4.94构造分布筋[12:K~M]6150+1310+34*D8 1.66 2.96板负筋[L:12~13]10(120-20)+795+(240-25-30)+15*D+6.25*D 9 1.297.18构造分布筋[12:K~M]6150+1310+34*D8 1.66 2.96板负筋[L:13~13]8(120-20)+885+(240-25-30)+15*D+6.25*D 8 1.34 4.23构造分布筋[13:K~L]6150+715+1504 1.020.9板负筋[L:14~15]8(120-20)+885+(240-25-30)+15*D+6.25*D 16 1.348.47构造分布筋[14:K~L]6150+1575+1504 1.88 1.67板负筋[L:15~16]8(120-20)+885+(240-25-30)+15*D+6.25*D 17 1.349.构造分布筋[16:K~L]6150+1560+1504 1.86 1.65板负筋[L:16~17]8(120-20)+885+(240-25-30)+15*D+6.25*D 17 1.349.构造分布筋[17:K~L]6150+1560+1504 1.86 1.65板负筋[L:17~18]8(120-20)+815+(240-25-30)+15*D+6.25*D 15 1.277.52构造分布筋[18:K~L]6150+1330+1504 1.63 1.45板负筋[L:18~19]8(120-20)+815+(240-25-30)+15*D+6.25*D 15 1.277.52构造分布筋[18:K~L]6150+1415+15041.721.52板面筋[13:E~G]8(120-20)+3929+34*D+6.25*D 18 4.3530.94板底筋[13~15:E~E]10-20+4787-20+2*6.25*D 10 4.8730.06板面筋[14:E~F]8(120-20)+3800+(120-20)10 4.15.8板面筋[15:E~G]834*D+3929+(120-20)+6.25*D18 4.3530.94板底筋[13~15:F~F]8((240/2))+6960+((240/2))+2*6.25*D 187.351.9板底筋[13~15:F~F]10-20+4787-20+2*6.25*D 13 4.8739.08板面筋[14:F~G]8(120-20)+3800+(120-20)134.20.54编号:WB1相同构件:1 重量：432.7 [13:E~G]432.7 * 1= 432.7 487248727300 186018601000187516301715 101516641664105010012010501001201120100120112010012011201001201120100120104310015010301001203800100100380010010042511004251100板底筋[14~14:E~E]10-20+1740-20+2*6.25*D49 1.8355.18板底筋[14~14:E~G]8((240/2))+3225+34*D+2*6.25*D39 3.7257.26板面筋[F:13~15]834*D+1836+(120-20)+6.25*D48 2.2642.81板底筋[14~14:F~G]10((240/2))+1740-20+2*6.25*D48 1.9758.2 182519652101571003576141。
钢筋明细表
筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg 构件数量：1SLJ-1.1126550-15-1566 6.5239.1234.731SLJ-1.2124200-15-158383 4.17346.11307.283SLJ-1.312492-15-15110.4620.4620.41SLJ-1.4122165-15-1511 2.135 2.135 1.895SLJ-1.5123838-15-1511 3.808 3.808 3.381SLJ-1.6125800-15-152222 5.77126.94112.7SLJ-1.7124675-15-156666 4.645306.57272.178SLJ-1.8123225-15-151111 3.19535.14531.202SLJ-1.91211650-15-15+4683312.08836.26432.196SLJ-1.101240700-15-15+2340212143.01903.21801.886SLJ-1.111238228-15-15+23401140.53840.53835.99SLJ-1.121215450-15-15+4682215.88831.77628.211SLJ-1.13128920-15-15+468119.3589.3588.308SLJ-1.14128661-15-15+468119.0999.0998.078SLJ-1.15126275-15-151111 6.24568.69560.989SLJ-1.16126000-15-1533 5.9717.9115.901构件位置：<2+1875,B+175><8-750,B+175>;<1,D-4111><8-1325,D-4111>楼层名称：基础层（绘图输入）钢筋总重：63421.67Kg 构件名称：B-1[16935]本构件钢筋重：18099.913KgSLJ-1.17124626-15-1511 4.596 4.596 4.08 SLJ-1.18122953-15-1511 2.923 2.923 2.595 SLJ-1.19121279-15-1511 1.249 1.249 1.109 SLJ-1.20126475-15-152626 6.445167.57148.772 SLJ-1.21125150-15-15119119 5.12609.28540.93 SLJ-1.22122975-15-1566 2.94517.6715.688 SLJ-1.23122225-15-1599 2.19519.75517.539 SLJ-1.24122977-15-1511 2.947 2.947 2.616 SLJ-1.25122981-15-1511 2.951 2.951 2.62 SLJ-1.26122985-15-1511 2.955 2.955 2.624 SLJ-1.27122989-15-1511 2.959 2.959 2.627 SLJ-1.28122993-15-1511 2.963 2.963 2.631 SLJ-1.29122997-15-1511 2.967 2.967 2.634 SLJ-1.30123001-15-1511 2.971 2.971 2.638 SLJ-1.311249180-15-15+28081151.95851.95846.129 SLJ-1.321249184-15-15+28081151.96251.96246.133 SLJ-1.331249188-15-15+28081151.96651.96646.136 SLJ-1.341249192-15-15+28081151.9751.9746.14SLJ-1.351249196-15-15+28081151.97451.97446.143 SLJ-1.361244150-15-15+23402246.4692.9282.496 SLJ-1.37126825-15-1566 6.79540.7736.196 SLJ-1.38124965-15-1511 4.935 4.935 4.381 SLJ-1.39126875-15-1566 6.84541.0736.463 SLJ-1.40124594-15-1511 4.564 4.564 4.052 SLJ-1.41124223-15-1511 4.193 4.193 3.723 SLJ-1.42123853-15-1511 3.823 3.823 3.394 SLJ-1.43123482-15-1511 3.452 3.452 3.065 SLJ-1.44123111-15-1511 3.081 3.081 2.735 SLJ-1.45122741-15-1511 2.711 2.711 2.407 SLJ-1.46125159-15-1511 5.129 5.129 4.554 SLJ-1.47122370-15-1511 2.34 2.34 2.077 SLJ-1.48125170-15-1511 5.14 5.14 4.563 SLJ-1.49121999-15-1511 1.969 1.969 1.748 SLJ-1.50125181-15-1511 5.151 5.151 4.573 SLJ-1.51121004-15-15110.9740.9740.865 SLJ-1.52125193-15-1511 5.163 5.163 4.584SLJ-1.53126928-15-1511 6.898 6.898 6.124 SLJ-1.54126932-15-1511 6.902 6.902 6.128 SLJ-1.55126935-15-1511 6.905 6.905 6.13 SLJ-1.56126939-15-1511 6.909 6.909 6.134 SLJ-1.57126942-15-1511 6.912 6.912 6.137 SLJ-1.58127572-15-15117.5427.542 6.696 SLJ-1.59127581-15-15117.5517.551 6.704 SLJ-1.60127591-15-15117.5617.561 6.713 SLJ-1.61127601-15-15117.5717.571 6.722 SLJ-1.62127610-15-15117.587.58 6.73 SLJ-1.63127620-15-15117.597.59 6.739 SLJ-1.64127630-15-15117.67.6 6.747 SLJ-1.65127639-15-15117.6097.609 6.755 SLJ-1.66127649-15-15117.6197.619 6.764 SLJ-1.67127658-15-15117.6287.628 6.772 SLJ-1.68126980-15-1511 6.95 6.95 6.17 SLJ-1.69126984-15-1511 6.954 6.954 6.174 SLJ-1.70126987-15-1511 6.957 6.957 6.177SLJ-1.71126991-15-1511 6.961 6.961 6.18 SLJ-1.72126994-15-1511 6.964 6.964 6.183 SLJ-1.73126998-15-1511 6.968 6.968 6.186 SLJ-1.74127001-15-1511 6.971 6.971 6.189 SLJ-1.75127005-15-1511 6.975 6.975 6.193 SLJ-1.76127008-15-1511 6.978 6.978 6.195 SLJ-1.77127012-15-1511 6.982 6.982 6.199SLJ-1.78123840-15+max(250/2,5*d)11 3.95 3.95 3.507SLJ-1.79121175+max(250/2,5*d)-1588 1.28510.289.127SLJ-1.80123843-15+max(250/2,5*d)11 3.953 3.953 3.51SLJ-1.81123847-15+max(250/2,5*d)11 3.957 3.957 3.513SLJ-1.82121975-15+max(250/2,5*d)55 2.08510.4259.255SLJ-1.1121144-15-1511 1.114 1.1140.989 SLJ-1.2125036-15-1511 5.006 5.006 4.444 SLJ-1.3125150-15-154949 5.12250.88222.736 SLJ-1.4121325-15-151212 1.29515.5413.797 SLJ-1.5121920-15-1511 1.89 1.89 1.678 SLJ-1.6126477-15-1511 6.447 6.447 5.724SLJ-1.7122111-15-1511 2.081 2.081 1.848 SLJ-1.8126562-15-1511 6.532 6.532 5.799 SLJ-1.9122303-15-1511 2.273 2.273 2.018 SLJ-1.10126639-15-1511 6.609 6.609 5.868 SLJ-1.11122494-15-1511 2.464 2.464 2.188 SLJ-1.12126667-15-1511 6.637 6.637 5.892 SLJ-1.13122685-15-1511 2.655 2.655 2.357 SLJ-1.14126694-15-1511 6.664 6.664 5.916 SLJ-1.15122877-15-1511 2.847 2.847 2.528 SLJ-1.16126722-15-1511 6.692 6.692 5.941 SLJ-1.17123068-15-1511 3.038 3.038 2.697 SLJ-1.18126749-15-1511 6.719 6.719 5.965 SLJ-1.19123259-15-1511 3.229 3.229 2.867 SLJ-1.20126777-15-1511 6.747 6.747 5.99 SLJ-1.211211900-15-15+4689912.338111.04298.585 SLJ-1.22123451-15-1511 3.421 3.421 3.037 SLJ-1.23126804-15-1511 6.774 6.774 6.014 SLJ-1.24123642-15-1511 3.612 3.612 3.207SLJ-1.25126832-15-1511 6.802 6.802 6.039 SLJ-1.26123833-15-1511 3.803 3.803 3.376 SLJ-1.27126860-15-1511 6.83 6.83 6.064 SLJ-1.28124051-15-1511 4.021 4.021 3.57 SLJ-1.29126875-15-1577 6.84547.91542.54 SLJ-1.30124287-15-1511 4.257 4.257 3.779 SLJ-1.31126878-15-1511 6.848 6.848 6.08 SLJ-1.32124523-15-1511 4.493 4.493 3.989 SLJ-1.33127544-15-15227.51415.02813.342 SLJ-1.34124760-15-1511 4.73 4.73 4.199 SLJ-1.35127559-15-15117.5297.529 6.684 SLJ-1.36124996-15-1511 4.966 4.966 4.409 SLJ-1.37127556-15-15117.5267.526 6.682SLJ-1.3812770-15+max(250/2,5*d)110.880.880.781SLJ-1.39125232-15-1511 5.202 5.202 4.618 SLJ-1.40127553-15-15117.5237.523 6.679SLJ-1.411216250-15+max(250/2,5*d)+9367717.296121.072107.49SLJ-1.42124000+max(250/2,5*d)-1577 4.1128.7725.543SLJ-1.43125468-15-1511 5.438 5.438 4.828 SLJ-1.44127550-15-15117.527.52 6.676 SLJ-1.45125705-15-1511 5.675 5.675 5.038 SLJ-1.46127547-15-15117.5177.517 6.674 SLJ-1.47125941-15-1511 5.911 5.911 5.248 SLJ-1.48126177-15-1511 6.147 6.147 5.457 SLJ-1.49127541-15-15117.5117.511 6.668 SLJ-1.50126413-15-1511 6.383 6.383 5.667 SLJ-1.51127538-15-15117.5087.508 6.666 SLJ-1.52126649-15-1511 6.619 6.619 5.876 SLJ-1.53127535-15-15117.5057.505 6.663 SLJ-1.54126886-15-1511 6.856 6.856 6.087 SLJ-1.55126909-15-1511 6.879 6.879 6.107 SLJ-1.56121325-15-15+200-2*151111 1.46516.11514.307SLJ-1.57125150-15+200-2*15-15+200-2*15335335 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1.426 1.426 1.266SLJ-1.84121250-15+200-2*15-15+200-2*15110110 1.56171.6152.35SLJ-1.85122800-15+200-2*15-154444 2.94129.36114.848 SLJ-1.86121285-15-15+200-2*1511 1.425 1.425 1.265 SLJ-1.87121284-15-15+200-2*1511 1.424 1.424 1.264 SLJ-1.88121283-15-15+200-2*1511 1.423 1.423 1.263 SLJ-1.89121282-15-15+200-2*1511 1.422 1.422 1.262 SLJ-1.90121281-15-15+200-2*1511 1.421 1.421 1.262SLJ-1.91121280-15-15+200-2*1511 1.42 1.42 1.261 SLJ-1.92121279-15-15+200-2*1511 1.419 1.419 1.26 SLJ-1.93121278-15-15+200-2*1511 1.418 1.418 1.259 SLJ-1.94121277-15-15+200-2*1511 1.417 1.417 1.258 SLJ-1.95121276-15-15+200-2*1511 1.416 1.416 1.257 SLJ-1.96121275-15-15+200-2*1511 1.415 1.415 1.256 SLJ-1.97122800-15-15+200-2*153232 2.9494.0883.526SLJ-1.981217300-15-15+200-2*15+9365518.37691.8881.573SLJ-1.991236450-15-15+200-2*15+1872252538.462961.55853.681SLJ-1.1001212100-15+200-2*15-15+200-2*15+468111112.878141.658125.766SLJ-1.1011217300-15+200-2*15-15+936111118.376202.136179.46SLJ-1.1021217450-15-15+200-2*15+9363318.52655.57849.343SLJ-1.1031236600-15-15+200-2*15+18725538.612193.06171.402SLJ-1.1041229850-15-15+200-2*15+1404202031.394627.88557.443SLJ-1.1051210700-15-15+200-2*15+4683311.30833.92430.118SLJ-1.1061214450-15+200-2*15-15+200-2*15+4683315.22845.68440.559SLJ-1.107125900-15+200-2*15-15+200-2*1533 6.2118.6316.54SLJ-1.108121650-15+200-2*15-152222 1.7939.3834.962SLJ-1.109121652-15-1511 1.622 1.622 1.44SLJ-1.110121682-15-1511 1.652 1.652 1.467SLJ-1.111121711-15-1511 1.681 1.681 1.492SLJ-1.112121740-15-1511 1.71 1.71 1.518SLJ-1.1131217830-15-15+200-2*15+9361118.90618.90616.785SLJ-1.1141220500-15+200-2*15-15+200-2*15+9363321.74665.23857.919SLJ-1.1151217837-15-15+200-2*15+9361118.91318.91316.791SLJ-1.1161217845-15-15+200-2*15+9361118.92118.92116.798SLJ-1.1171273452-15-15+42121177.63477.63468.925SLJ-1.1181273460-15-15+42121177.64277.64268.932SLJ-1.1191273467-15-15+42121177.64977.64968.938SLJ-1.1201273475-15-15+42121177.65777.65768.945SLJ-1.1211272107-15+max(250/2,5*d)+42121176.42976.42967.855SLJ-1.1221272114-15+max(250/2,5*d)+42121176.43676.43667.861SLJ-1.1231272122-15+max(250/2,5*d)+42121176.44476.44467.868SLJ-1.1241272129-15+max(250/2,5*d)+42121176.45176.45167.875SLJ-1.1251272137-15+max(250/2,5*d)+42121176.45976.45967.882SLJ-1.1261272144-15+max(250/2,5*d)+42121176.46676.46667.888SLJ-1.1271272152-15+max(250/2,5*d)+42121176.47476.47467.895SLJ-1.1281272159-15+max(250/2,5*d)+42121176.48176.48167.901SLJ-1.1291272166-15+max(250/2,5*d)+42121176.48876.48867.907SLJ-1.1301272174-15+max(250/2,5*d)+42121176.49676.49667.914SLJ-1.1311272181-15+max(250/2,5*d)+42121176.50376.50367.921SLJ-1.1321272189-15+max(250/2,5*d)+42121176.51176.51167.928SLJ-1.1331273571-15-15+42121177.75377.75369.03SLJ-1.1341273579-15-15+42121177.76177.76169.038SLJ-1.1351273586-15-15+42121177.76877.76869.044SLJ-1.1361273593-15-15+42121177.77577.77569.05SLJ-1.1371273601-15-15+42121177.78377.78369.057SLJ-1.1381273608-15-15+42121177.7977.7969.063SLJ-1.1391273616-15-15+42121177.79877.79869.07SLJ-1.1401273623-15-15+42121177.80577.80569.077SLJ-1.1411218031-15-15+9361118.93718.93716.813SLJ-1.142123700-15-15+200-2*151313 3.8449.9244.32SLJ-1.1431225700-15+200-2*15-15+14043327.24481.73272.563SLJ-1.1441218038-15-15+9361118.94418.94416.819SLJ-1218045-15-15+9361118.95118.95116.825 1.145SLJ-124900-15-152727 4.87131.49116.739 1.146SLJ-124175-15+200-2*15-154444 4.315189.86168.561 1.147SLJ-124650-15-151818 4.6283.1673.831 1.148SLJ-122225-15-151010 2.19521.9519.488 1.149SLJ-12145-15-15110.1150.1150.102 1.150SLJ-124624-15-1511 4.594 4.594 4.079 1.151SLJ-12789-15-15110.7590.7590.674 1.152SLJ-123827-15-1511 3.797 3.797 3.371 1.153SLJ-121433-15-1511 1.403 1.403 1.246 1.154SLJ-12586-15-15110.5560.5560.494 1.155SLJ-122350-15-15+200-2*151515 2.4937.3533.16 1.156SLJ-124844-15-1511 4.814 4.814 4.274 1.157SLJ-124721-15-1511 4.691 4.691 4.165 1.158SLJ-124599-15-1511 4.569 4.569 4.056 1.159SLJ-1216126-15-15+9361117.03217.03215.121 1.160SLJ-126050-15+200-2*15-1533 6.1918.5716.487 1.161SLJ-1216004-15-15+9361116.9116.9115.013 1.162SLJ-1215882-15-15+9361116.78816.78814.905 1.163SLJ-1218113-15-15+9361119.01919.01916.885 1.164SLJ-1229900-15-15+1404161631.274500.384444.25 1.165SLJ-1217996-15-15+9361118.90218.90216.782 1.166SLJ-1217880-15-15+9361118.78618.78616.679 1.167SLJ-1217763-15-15+9361118.66918.66916.575 1.168SLJ-1217647-15-15+9361118.55318.55316.472 1.169SLJ-1217530-15-15+9361118.43618.43616.368 1.170SLJ-1217414-15-15+9361118.3218.3216.265 1.171SLJ-1217297-15-15+9361118.20318.20316.161 1.172SLJ-1217181-15-15+9361118.08718.08716.058 1.173SLJ-1217064-15-15+9361117.9717.9715.954 1.174SLJ-1216948-15-15+9361117.85417.85415.851 1.175SLJ-1216831-15-15+9361117.73717.73715.747 1.176SLJ-1216715-15-15+9361117.62117.62115.644 1.177SLJ-1216598-15-15+9361117.50417.50415.54 1.178SLJ-1216482-15-15+9361117.38817.38815.437 1.179SLJ-1216365-15-15+9361117.27117.27115.333 1.180。
钢筋明细表
筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg构件数量：5全部纵筋插筋.1203200/3+500-40+max(8*d,150)840 1.68767.48166.416箍筋.182*(340+340)+2*(11.9*d)+8*d 210 1.61416.14 6.369构件数量：1全部纵筋插筋.1203100/3+500-40+max(8*d,150)88 1.65313.22432.612箍筋.182*(340+340)+2*(11.9*d)+8*d22 1.614 3.228 1.274构件数量：3B边插筋.1184000/3+500-40+max(6*d,150)412 1.94323.31646.576H边插筋.1184000/3+500-40+max(6*d,150)412 1.94323.31646.576角筋插筋.1204000/3+500-40+max(8*d,150)412 1.95323.43657.797箍筋.182*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)26 2.01412.084 4.768构件数量：1全部纵筋插筋.1143100/3+41*d+500-40+max(6*d,150)66 2.21713.30216.074全部纵筋插筋.2183100/3+500-40+max(6*d,150)66 1.6439.85819.692全部纵筋插筋.3203100/3+500-40+max(8*d,150)66 1.6539.91824.459箍筋.1102*(440+440)+2*(11.9*d)+8*d 22 2.078 4.156 2.562箍筋.2102*(1040+140)+2*(11.9*d)+8*d 22 2.678 5.356 3.302箍筋.310440+2*(11.9*d)+2*d440.698 2.792 1.721楼层名称：基础层（绘图输入）钢筋总重：18976.422Kg构件位置：<4,M>构件名称：KZ-8[129]本构件钢筋重：51.906Kg构件位置：<1,J>;<2,K>;<36,K>构件名称：KZ-5[127]本构件钢筋重：34.557Kg构件位置：<1,M>;<34,M>;<37,M>;<18,M>;<20,M>构件名称：KZ-5[128]本构件钢筋重：33.886Kg构件名称：QZ[131]本构件钢筋重：69.284Kg构件位置：<4,H-300>箍筋.410140+2*(11.9*d)+2*d660.398 2.388 1.472构件数量：2全部纵筋插筋.1143900/3+41*d+500-40+max(6*d,150)612 2.48429.80836.021全部纵筋插筋.2183900/3+500-40+max(6*d,150)612 1.9122.9245.785全部纵筋插筋.3203900/3+500-40+max(8*d,150)612 1.9223.0456.82箍筋.1102*(440+440)+2*(11.9*d)+8*d24 2.0788.312 5.125箍筋.2102*(1040+140)+2*(11.9*d)+8*d24 2.67810.712 6.604箍筋.310440+2*(11.9*d)+2*d480.698 5.584 3.443箍筋.410140+2*(11.9*d)+2*d6120.398 4.776 2.945构件数量：2B边插筋.1183900/3+600-40+max(6*d,150)48 2.0116.0832.121H边插筋.1183900/3+600-40+max(6*d,150)48 2.0116.0832.121角筋插筋.1203900/3+600-40+max(6*d,150)48 2.0116.0839.656箍筋.182*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)24 2.0148.056 3.179构件数量：3B边插筋.1183700/3+600-40+max(6*d,150)412 1.94323.31646.576H边插筋.1183700/3+600-40+max(6*d,150)412 1.94323.31646.576角筋插筋.1203700/3+600-40+max(6*d,150)412 1.94323.31657.501箍筋.182*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)26 2.01412.084 4.768构件位置：<6,H-300>;<32,H-300>构件名称：KZ-2[133]本构件钢筋重：53.539Kg构件位置：<1,E>;<37,J>构件名称：QZ[132]本构件钢筋重：78.371Kg构件名称：KZ-2[134]本构件钢筋重：51.807Kg构件位置：<4,E>;<37,E>;<34,E>构件数量：4B边插筋.1183700/3+600-40+max(6*d,150)416 1.94331.08862.101H边插筋.1183700/3+600-40+max(6*d,150)416 1.94331.08862.101角筋插筋.1203700/3+600-40+max(6*d,150)416 1.94331.08876.668箍筋.182*((600-2*30)+(500-2*30))+2*(11.9*d)+(8*d)28 2.21417.712 6.989构件数量：1B边插筋.1204000/3+500-40+max(8*d,150)44 1.9537.81219.266H边插筋.1204000/3+500-40+max(8*d,150)44 1.9537.81219.266角筋插筋.1224000/3+500-40+max(8*d,150)44 1.9697.87623.502箍筋.182*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)22 2.014 4.028 1.589构件数量：6B边插筋.1183900/3+500-40+max(6*d,150)8481.9191.68183.139H边插筋.1203900/3+500-40+max(8*d,150)424 1.9246.08113.641角筋插筋.1223900/3+500-40+max(8*d,150)424 1.93646.464138.651箍筋.182*((900-2*30)+(500-2*30))+2*(11.9*d)+(8*d)212 2.81433.76813.324构件数量：3B边插筋.1183800/3+600-40+max(6*d,150)824 1.97747.44894.782H边插筋.1203800/3+600-40+max(6*d,150)412 1.97723.72458.507角筋插筋.1223800/3+600-40+max(6*d,150)412 1.97723.72470.794构件位置：<6,E>;<32,E>;<18,E>;<20,E>构件名称：KZ-1[136]本构件钢筋重：63.623Kg构件位置：<1,D>构件名称：KZ-3[135]本构件钢筋重：51.965Kg 构件位置：<5,A>;<19,A>;<33,A>构件名称：KZ-4[137]本构件钢筋重：74.793Kg 构件位置：<1,A>;<10,A>;<14,A>;<24,A>;<28,A>;<37,A>构件名称：KZ-4[138]本构件钢筋重：76.915Kg箍筋.182*((900-2*30)+(500-2*30))+2*(11.9*d)+(8*d)26 2.81416.8846.662构件数量：4B边插筋.1203800/3+600-40+max(6*d,150)416 1.97731.63278.01H边插筋.1203800/3+600-40+max(6*d,150)416 1.97731.63278.01角筋插筋.1223800/3+600-40+max(6*d,150)416 1.97731.63294.392箍筋.182*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)28 2.01416.112 6.358构件数量：1B边插筋.1203700/3+600-40+max(6*d,150)44 1.9437.77219.167H边插筋.1203700/3+600-40+max(6*d,150)44 1.9437.77219.167角筋插筋.1223700/3+600-40+max(6*d,150)44 1.9437.77223.192箍筋.182*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)22 2.014 4.028 1.589构件数量：2全部纵筋插筋.1143200/3+41*d+500-40+max(6*d,150)612 2.25127.01232.642全部纵筋插筋.2183200/3+500-40+max(6*d,150)612 1.67720.12440.2全部纵筋插筋.3203200/3+500-40+max(8*d,150)612 1.68720.24449.925箍筋.1102*(440+440)+2*(11.9*d)+8*d 24 2.0788.312 5.125箍筋.2102*(1040+140)+2*(11.9*d)+8*d 24 2.67810.712 6.604箍筋.310440+2*(11.9*d)+2*d480.698 5.584 3.443箍筋.410140+2*(11.9*d)+2*d 6120.398 4.776 2.945构件名称：KZ-1[146]本构件钢筋重：64.192Kg 构件位置：<10,C>;<14,C>;<24,C>;<28,C>构件位置：<34,H-300>;<18,H-300>构件名称：KZ-1[150]本构件钢筋重：63.115Kg构件位置：<37,D>构件名称：QZ[155]本构件钢筋重：70.441Kg构件数量：2B边插筋.1203100/3+600-40+max(6*d,150)48 1.74313.94434.388H边插筋.1203100/3+600-40+max(6*d,150)48 1.74313.94434.388角筋插筋.1223100/3+600-40+max(6*d,150)48 1.74313.94441.61箍筋.182*((500-2*30)+(600-2*30))+2*(11.9*d)+(8*d)24 2.2148.856 3.494构件数量：2B边插筋.1203800/3+600-40+max(6*d,150)48 1.97715.81639.005H边插筋.1203800/3+600-40+max(6*d,150)48 1.97715.81639.005角筋插筋.1223800/3+600-40+max(6*d,150)48 1.97715.81647.196箍筋.182*((500-2*30)+(600-2*30))+2*(11.9*d)+(8*d)24 2.2148.856 3.494构件数量：1全部纵筋插筋.1143800/3+41*d+500-40+max(6*d,150)66 2.45114.70617.771全部纵筋插筋.2183800/3+500-40+max(6*d,150)66 1.87711.26222.497全部纵筋插筋.3203800/3+500-40+max(8*d,150)66 1.88711.32227.922箍筋.1102*(440+440)+2*(11.9*d)+8*d 22 2.078 4.156 2.562箍筋.2102*(1040+140)+2*(11.9*d)+8*d 22 2.678 5.356 3.302箍筋.310440+2*(11.9*d)+2*d440.698 2.792 1.721箍筋.410140+2*(11.9*d)+2*d 660.398 2.388 1.472构件数量：1构件名称：KZ-6[158]本构件钢筋重：56.94Kg构件位置：<28,H>;<24,H>构件位置：<20,H-300>构件名称：KZ-3[166]本构件钢筋重：51.211Kg构件位置：<14,H>构件名称：KZ-6[160]本构件钢筋重：64.35Kg构件位置：<24,F>;<28,F>构件名称：QZ[163]本构件钢筋重：77.248KgB边插筋.1183900/3+500-40+max(6*d,150)441.917.6415.262H边插筋.1183900/3+500-40+max(6*d,150)44 1.917.6415.262角筋插筋.1203900/3+500-40+max(8*d,150)44 1.927.6818.94箍筋.182*((600-2*30)+(500-2*30))+2*(11.9*d)+(8*d)22 2.214 4.428 1.747构件数量：1B边插筋.1183100/3+500-40+max(6*d,150)44 1.643 6.57213.128H边插筋.1183100/3+500-40+max(6*d,150)44 1.643 6.57213.128角筋插筋.1203100/3+500-40+max(8*d,150)44 1.653 6.61216.306箍筋.182*((600-2*30)+(500-2*30))+2*(11.9*d)+(8*d)22 2.214 4.428 1.747构件数量：2B边插筋.1203950/3+600-40+max(6*d,150)48 2.02716.21639.991H边插筋.1203950/3+600-40+max(6*d,150)48 2.02716.21639.991角筋插筋.1223950/3+600-40+max(6*d,150)48 2.02716.21648.389箍筋.182*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)24 2.0148.056 3.179构件数量：1全部纵筋插筋.1203200/3+400-40+max(10*d,150)44 1.6276.50816.05全部纵筋插筋.2203200/3+400-40+max(8*d,150)+12.5*d 44 1.8377.34818.121箍筋.182*(440+340)+2*(11.9*d)+8*d 22 1.814 3.628 1.432构件数量：1构件位置：<11,H>;<13,H>构件名称：KZ-7[170]本构件钢筋重：35.603Kg构件位置：<10,M>构件名称：KZ-3[167]本构件钢筋重：44.31Kg构件位置：<10,H>构件名称：KZ-1[168]本构件钢筋重：65.775Kg构件名称：KZ-7[171]本构件钢筋重：37.082Kg构件位置：<14,M>全部纵筋插筋.1203200/3+500-40+max(8*d,150)44 1.687 6.74816.642全部纵筋插筋.2203200/3+500-40+max(6*d,150)+12.5*d44 1.9277.70819.009箍筋.182*(440+340)+2*(11.9*d)+8*d22 1.814 3.628 1.432构件数量：2B边插筋.1203700/3+600-40+max(6*d,150)48 1.94315.54438.334H边插筋.1203700/3+600-40+max(6*d,150)48 1.94315.54438.334角筋插筋.1223700/3+600-40+max(6*d,150)48 1.94315.54446.384箍筋.182*((500-2*30)+(600-2*30))+2*(11.9*d)+(8*d)24 2.2148.856 3.494构件数量：1墙身水平钢筋.112950+29*d+29*d44 1.646 6.584 5.845墙身水平钢筋.2123000+29*d+29*d22 3.6967.392 6.563墙身水平钢筋.312100+29*d+29*d220.796 1.592 1.413墙身水平钢筋.4121300+29*d+29*d44 1.9967.9847.088墙身水平钢筋.5125900+29*d+29*d22 6.59613.19211.712墙身水平钢筋.6127500+29*d+29*d228.19616.39214.553墙身水平钢筋.7125200+29*d+29*d22 5.89611.79210.469墙身水平钢筋.81214200+29*d+29*d+4204415.31661.26454.391墙身垂直钢筋.114100+35*14330.59 1.77 2.139墙身垂直钢筋.214500+0.3*35*d+35*d+35*141717 1.62727.65933.424构件位置：<10,F>;<14,F>构件名称：JLQ-1[106]本构件钢筋重：540.534Kg构件位置：<1,M><1,A>构件名称：KZ-6[172]本构件钢筋重：63.273Kg墙身垂直钢筋.314500+0.3*35*d+35*d+0.3*35*d+35*d+35*141818 2.26440.75249.245墙身垂直钢筋.414500+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*141717 2.90149.31759.596墙身垂直钢筋.514500+35*1416160.9915.8419.141墙身左侧插筋.11435*14+400-40+max(6*d,150)2212 2.417墙身左侧插筋.214100+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 1.737 1.737 2.099墙身左侧插筋.314100+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 2.374 2.374 2.869墙身左侧插筋.414100+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 3.011 3.011 3.639墙身左侧插筋.5140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)88 3.01124.08829.108墙身左侧插筋.61435*14+500-40+max(6*d,150)88 1.18.810.634墙身左侧插筋.7140.3*35*d+35*d+35*14+500-40+max(6*d,150)88 1.73713.89616.792墙身左侧插筋.8140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)77 2.37416.61820.081墙身左侧插筋.9140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)44 3.11112.44415.038墙身左侧插筋.101435*14+600-40+max(6*d,150)44 1.2 4.8 5.8墙身左侧插筋.11140.3*35*d+35*d+35*14+600-40+max(6*d,150)44 1.8377.3488.879墙身左侧插筋.12140.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)44 2.4749.89611.959墙身右侧插筋.114100+0.3*35*d+35*d+35*14+400-40+max(6*d,150)22 1.737 3.474 4.198墙身右侧插筋.214100+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 2.374 2.374 2.869墙身右侧插筋.314100+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 3.011 3.011 3.639墙身右侧插筋.41435*14+400-40+max(6*d,150)1111 1.208墙身右侧插筋.51435*14+500-40+max(6*d,150)88 1.18.810.634墙身右侧插筋.6140.3*35*d+35*d+35*14+500-40+max(6*d,150)88 1.73713.89616.792墙身右侧插筋.7140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)88 2.37418.99222.95墙身右侧插筋.8140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)77 3.01121.07725.47墙身右侧插筋.91435*14+600-40+max(6*d,150)44 1.2 4.8 5.8墙身右侧插筋.10140.3*35*d+35*d+35*14+600-40+max(6*d,150)44 1.8377.3488.879墙身右侧插筋.11140.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)44 2.4749.89611.959墙身右侧插筋.12140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)44 3.11112.44415.038墙身拉筋.16(250-2*15)+2*(75+1.9*d)+(2*d)69690.40527.945 6.203构件数量：1墙身水平钢筋.1124400+29*d+29*d44 5.09620.38418.097墙身水平钢筋.2123500+29*d+29*d88 4.19633.56829.802墙身水平钢筋.3124000+29*d+29*d88 4.69637.56833.354墙身水平钢筋.41210900+29*d+29*d+4204412.01648.06442.672墙身水平钢筋.51210000+29*d+29*d+4202211.11622.23219.738墙身水平钢筋.6125700+29*d+29*d11 6.396 6.396 5.678墙身水平钢筋.71216900+29*d+29*d+4204418.01672.06463.98构件名称：JLQ-1[107]本构件钢筋重：1896.741Kg构件位置：<1,A><37,A>墙身水平钢筋.8125700+29*d+29*d22 6.39612.79211.357墙身水平钢筋.91250900+29*d+29*d+21002253.696107.39295.345墙身水平钢筋.10125700+29*d+29*d11 6.396 6.396 5.678墙身水平钢筋.111250900+29*d+29*d+21002253.696107.39295.345墙身垂直钢筋.114500+0.3*35*d+35*d+35*14102102 1.627165.954200.542墙身垂直钢筋.214500+0.3*35*d+35*d+0.3*35*d+35*d+35*14103103 2.264233.192281.793墙身垂直钢筋.314500+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14102102 2.901295.902357.573墙身垂直钢筋.414500+35*141011010.9999.99120.83墙身左侧插筋.11435*14+500-40+max(6*d,150)1414 1.115.418.61墙身左侧插筋.2140.3*35*d+35*d+35*14+500-40+max(6*d,150)1313 1.73722.58127.287墙身左侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)1313 2.37430.86237.294墙身左侧插筋.4140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)1313 3.01139.14347.301墙身左侧插筋.5140.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)1111 2.47427.21432.886墙身左侧插筋.6140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)1111 3.11134.22141.353墙身左侧插筋.71435*14+600-40+max(6*d,150)1212 1.214.417.401墙身左侧插筋.8140.3*35*d+35*d+35*14+600-40+max(6*d,150)1111 1.83720.20724.419墙身右侧插筋.1140.3*35*d+35*d+35*14+500-40+max(6*d,150)1414 1.73724.31829.386墙身右侧插筋.2140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)1313 2.37430.86237.294墙身右侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)1313 3.01139.14347.301墙身右侧插筋.41435*14+500-40+max(6*d,150)1313 1.114.317.28墙身右侧插筋.5140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)1111 3.11134.22141.353墙身右侧插筋.61435*14+600-40+max(6*d,150)1111 1.213.215.951墙身右侧插筋.7140.3*35*d+35*d+35*14+600-40+max(6*d,150)1212 1.83722.04426.638墙身右侧插筋.8140.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)1111 2.47427.21432.886墙身拉筋.16(250-2*15)+2*(75+1.9*d)+(2*d)2262260.40591.5320.315构件数量：1墙身水平钢筋.112800+29*d+29*d44 1.496 5.984 5.313墙身水平钢筋.212450+29*d+29*d44 1.146 4.584 4.07墙身水平钢筋.3125675+29*d-1511 6.008 6.008 5.334墙身水平钢筋.4125675+29*d-1522 6.00812.01610.668墙身水平钢筋.5125425+29*d+250-15+15*d11 6.188 6.188 5.494墙身水平钢筋.6125425+29*d+250-15+15*d22 6.18812.37610.988墙身垂直钢筋.114500+0.3*35*d+35*d+0.3*35*d+35*d+35*1444 2.2649.05610.943墙身垂直钢筋.214500+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*1455 2.90114.50517.528墙身垂直钢筋.314500+35*14440.99 3.96 4.785墙身垂直钢筋.414500+0.3*35*d+35*d+35*1433 1.627 4.881 5.898构件位置：<1,J><4,J>构件名称：JLQ-1[108]本构件钢筋重：229.763Kg墙身左侧插筋.11435*14+500-40+max(6*d,150)88 1.18.810.634墙身左侧插筋.2140.3*35*d+35*d+35*14+500-40+max(6*d,150)99 1.73715.63318.891墙身左侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)66 2.37414.24417.213墙身左侧插筋.4140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)77 3.01121.07725.47墙身右侧插筋.1140.3*35*d+35*d+35*14+500-40+max(6*d,150)88 1.73713.89616.792墙身右侧插筋.2140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)99 2.37421.36625.819墙身右侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)66 3.01118.06621.831墙身右侧插筋.41435*14+500-40+max(6*d,150)77 1.17.79.305墙身拉筋.16(250-2*15)+2*(75+1.9*d)+(2*d)31310.40512.555 2.787构件数量：1墙身水平钢筋.1125375-15+29*d22 5.70811.41610.135墙身水平钢筋.2125125+250-15+15*d+29*d22 5.88811.77610.455墙身左侧插筋.11435*14+500-40+max(6*d,150)77 1.17.79.305墙身左侧插筋.2140.3*35*d+35*d+35*14+500-40+max(6*d,150)66 1.73710.42212.594墙身左侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)66 2.37414.24417.213墙身左侧插筋.4140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)66 3.01118.06621.831墙身左侧插筋.5140.3*35*d+35*d+35*14+600-40+max(6*d,150)22 1.837 3.674 4.44墙身左侧插筋.6140.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)22 2.474 4.948 5.979构件名称：JLQ-1[109]本构件钢筋重：186.36Kg构件位置：<4,J><4,E>墙身左侧插筋.7140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)22 3.111 6.2227.519墙身左侧插筋.81435*14+600-40+max(6*d,150)22 1.2 2.4 2.9墙身右侧插筋.1140.3*35*d+35*d+35*14+500-40+max(6*d,150)77 1.73712.15914.693墙身右侧插筋.2140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)66 2.37414.24417.213墙身右侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)66 3.01118.06621.831墙身右侧插筋.41435*14+500-40+max(6*d,150)66 1.1 6.67.976墙身右侧插筋.5140.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)22 2.474 4.948 5.979墙身右侧插筋.6140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)22 3.111 6.2227.519墙身右侧插筋.71435*14+600-40+max(6*d,150)22 1.2 2.4 2.9墙身右侧插筋.8140.3*35*d+35*d+35*14+600-40+max(6*d,150)22 1.837 3.674 4.44墙身拉筋.16(250-2*15)+2*(75+1.9*d)+(2*d)16160.405 6.48 1.438构件数量：2墙身水平钢筋.1122050+29*d+29*d24 2.74610.9849.752墙身水平钢筋.2122050+29*d+29*d24 2.74610.9849.752墙身左侧插筋.11435*14+600-40+max(6*d,150)48 1.29.611.601墙身左侧插筋.2140.3*35*d+35*d+35*14+600-40+max(6*d,150)48 1.83714.69617.759墙身左侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)36 2.47414.84417.938墙身左侧插筋.4140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)36 3.11118.66622.556构件名称：JLQ-1[110]本构件钢筋重：82.044Kg构件位置：<4,E><6,E>;<32,E><34,E>墙身右侧插筋.1140.3*35*d+35*d+35*14+600-40+max(6*d,150)48 1.83714.69617.759墙身右侧插筋.2140.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)48 2.47419.79223.917墙身右侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)36 3.11118.66622.556墙身右侧插筋.41435*14+600-40+max(6*d,150)36 1.27.28.701墙身拉筋.16(250-2*15)+2*(75+1.9*d)+(2*d)10200.4058.1 1.798构件数量：2墙身水平钢筋.1124400+29*d+29*d24 5.09620.38418.097墙身水平钢筋.2124400+29*d+29*d24 5.09620.38418.097墙身左侧插筋.11435*14+600-40+max(6*d,150)24 1.2 4.8 5.8墙身左侧插筋.2140.3*35*d+35*d+35*14+600-40+max(6*d,150)24 1.8377.3488.879墙身左侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)24 2.4749.89611.959墙身左侧插筋.4140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)12 3.111 6.2227.519墙身左侧插筋.5140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)612 3.01136.13243.663墙身左侧插筋.61435*14+500-40+max(6*d,150)612 1.113.215.951墙身左侧插筋.7140.3*35*d+35*d+35*14+500-40+max(6*d,150)612 1.73720.84425.188墙身左侧插筋.8140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)510 2.37423.7428.688墙身右侧插筋.1140.3*35*d+35*d+35*14+600-40+max(6*d,150)24 1.8377.3488.879墙身右侧插筋.2140.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)24 2.4749.89611.959构件位置：<6,E><6,H>;<34,E><34,H>构件名称：JLQ-1[111]本构件钢筋重：168.722Kg墙身右侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+600-40+max(6*d,150)24 3.11112.44415.038墙身右侧插筋.41435*14+600-40+max(6*d,150)12 1.2 2.4 2.9墙身右侧插筋.51435*14+500-40+max(6*d,150)612 1.113.215.951墙身右侧插筋.6140.3*35*d+35*d+35*14+500-40+max(6*d,150)612 1.73720.84425.188墙身右侧插筋.7140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)612 2.37428.48834.425墙身右侧插筋.8140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)510 3.01130.1136.385墙身拉筋.16(250-2*15)+2*(75+1.9*d)+(2*d)16320.40512.96 2.877构件数量：1墙身水平钢筋.1124350+29*d+29*d44 5.04620.18417.92墙身左侧插筋.11435*14+500-40+max(6*d,150)88 1.18.810.634墙身左侧插筋.2140.3*35*d+35*d+35*14+500-40+max(6*d,150)77 1.73712.15914.693墙身左侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)77 2.37416.61820.081墙身左侧插筋.4140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)77 3.01121.07725.47墙身右侧插筋.1140.3*35*d+35*d+35*14+500-40+max(6*d,150)88 1.73713.89616.792墙身右侧插筋.2140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)77 2.37416.61820.081墙身右侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)77 3.01121.07725.47墙身右侧插筋.41435*14+500-40+max(6*d,150)77 1.17.79.305墙身拉筋.16(250-2*15)+2*(75+1.9*d)+(2*d)18180.4057.29 1.618构件数量：1构件名称：JLQ-1[112]本构件钢筋重：162.065Kg构件位置：<6,H><10,H>构件名称：JLQ-1[113]本构件钢筋重：131.453Kg墙身水平钢筋.1121500+29*d+29*d44 2.1968.7847.799墙身水平钢筋.2123050+29*d+29*d11 3.746 3.746 3.326墙身水平钢筋.3123050+29*d+29*d22 3.7467.492 6.652墙身水平钢筋.4123050+29*d+29*d11 3.746 3.746 3.326墙身水平钢筋.5123050+29*d+29*d22 3.7467.492 6.652墙身垂直钢筋.114500+0.3*35*d+35*d+0.3*35*d+35*d+35*1455 2.26411.3213.679墙身垂直钢筋.214500+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*1466 2.90117.40621.034墙身垂直钢筋.314500+35*14550.99 4.95 5.982墙身垂直钢筋.414500+0.3*35*d+35*d+35*1444 1.627 6.5087.864墙身垂直钢筋.514100+35*14330.59 1.77 2.139墙身左侧插筋.11435*14+500-40+max(6*d,150)22 1.1 2.2 2.659墙身左侧插筋.2140.3*35*d+35*d+35*14+500-40+max(6*d,150)22 1.737 3.474 4.198墙身左侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)11 2.374 2.374 2.869墙身左侧插筋.4140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)11 3.011 3.011 3.639墙身左侧插筋.51435*14+400-40+max(6*d,150)2212 2.417墙身左侧插筋.614100+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 1.737 1.737 2.099墙身左侧插筋.714100+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 2.374 2.374 2.869墙身左侧插筋.814100+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 3.011 3.011 3.639构件位置：<10,H><10,M>墙身右侧插筋.1140.3*35*d+35*d+35*14+500-40+max(6*d,150)22 1.737 3.474 4.198墙身右侧插筋.2140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)22 2.374 4.748 5.738墙身右侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)11 3.011 3.011 3.639墙身右侧插筋.41435*14+500-40+max(6*d,150)11 1.1 1.1 1.329墙身右侧插筋.514100+0.3*35*d+35*d+35*14+400-40+max(6*d,150)22 1.737 3.474 4.198墙身右侧插筋.614100+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 2.374 2.374 2.869墙身右侧插筋.714100+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 3.011 3.011 3.639墙身右侧插筋.81435*14+400-40+max(6*d,150)1111 1.208墙身拉筋.16(250-2*15)+2*(75+1.9*d)+(2*d)20200.4058.1 1.798构件数量：1墙身水平钢筋.1124600+29*d+29*d44 5.29621.18418.808墙身水平钢筋.2126000+29*d+29*d11 6.696 6.696 5.945墙身水平钢筋.3126000+29*d+29*d22 6.69613.39211.89墙身水平钢筋.4126000+29*d+29*d11 6.696 6.696 5.945墙身水平钢筋.5126000+29*d+29*d22 6.69613.39211.89墙身垂直钢筋.114100+35*14660.59 3.54 4.278墙身垂直钢筋.214500+0.3*35*d+35*d+35*141515 1.62724.40529.491墙身垂直钢筋.314500+0.3*35*d+35*d+0.3*35*d+35*d+35*141616 2.26436.22443.774构件位置：<10,M><14,M>构件名称：JLQ-1[114]本构件钢筋重：251.642Kg墙身垂直钢筋.414500+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*141515 2.90143.51552.584墙身垂直钢筋.514500+35*1414140.9913.8616.749墙身左侧插筋.11435*14+400-40+max(6*d,150)3313 3.625墙身左侧插筋.214100+0.3*35*d+35*d+35*14+400-40+max(6*d,150)22 1.737 3.474 4.198墙身左侧插筋.314100+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)22 2.374 4.748 5.738墙身左侧插筋.414100+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)33 3.0119.03310.916墙身右侧插筋.114100+0.3*35*d+35*d+35*14+400-40+max(6*d,150)33 1.737 5.211 6.297墙身右侧插筋.214100+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)22 2.374 4.748 5.738墙身右侧插筋.314100+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)22 3.011 6.0227.277墙身右侧插筋.41435*14+400-40+max(6*d,150)3313 3.625墙身拉筋.16(250-2*15)+2*(75+1.9*d)+(2*d)32320.40512.96 2.877构件数量：1墙身水平钢筋.1121500+29*d+29*d44 2.1968.7847.799墙身水平钢筋.2123050+29*d+29*d22 3.7467.492 6.652墙身水平钢筋.3123050+29*d+29*d44 3.74614.98413.303墙身垂直钢筋.114100+35*14220.59 1.18 1.426墙身垂直钢筋.214500+35*14550.99 4.95 5.982墙身垂直钢筋.314500+0.3*35*d+35*d+35*1466 1.6279.76211.797构件名称：JLQ-1[115]本构件钢筋重：130.861Kg构件位置：<14,M><14,H>墙身垂直钢筋.414500+0.3*35*d+35*d+0.3*35*d+35*d+35*1455 2.26411.3213.679墙身垂直钢筋.514500+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*1444 2.90111.60414.022墙身左侧插筋.11435*14+400-40+max(6*d,150)1111 1.208墙身左侧插筋.214100+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 1.737 1.737 2.099墙身左侧插筋.314100+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 2.374 2.374 2.869墙身左侧插筋.414100+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 3.011 3.011 3.639墙身左侧插筋.5140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)22 2.374 4.748 5.738墙身左侧插筋.6140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)22 3.011 6.0227.277墙身左侧插筋.71435*14+500-40+max(6*d,150)22 1.1 2.2 2.659墙身左侧插筋.8140.3*35*d+35*d+35*14+500-40+max(6*d,150)11 1.737 1.737 2.099墙身右侧插筋.114100+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 1.737 1.737 2.099墙身右侧插筋.214100+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 2.374 2.374 2.869墙身右侧插筋.314100+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+400-40+max(6*d,150)11 3.011 3.011 3.639墙身右侧插筋.41435*14+400-40+max(6*d,150)1111 1.208墙身右侧插筋.5140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)22 3.011 6.0227.277墙身右侧插筋.61435*14+500-40+max(6*d,150)22 1.1 2.2 2.659墙身右侧插筋.7140.3*35*d+35*d+35*14+500-40+max(6*d,150)22 1.737 3.474 4.198墙身右侧插筋.8140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)11 2.374 2.374 2.869墙身拉筋.16(250-2*15)+2*(75+1.9*d)+(2*d)20200.4058.1 1.798构件数量：1墙身水平钢筋.1124350+29*d+29*d22 5.04610.0928.96墙身水平钢筋.2124350+29*d+29*d22 5.04610.0928.96墙身左侧插筋.11435*14+500-40+max(6*d,150)88 1.18.810.634墙身左侧插筋.2140.3*35*d+35*d+35*14+500-40+max(6*d,150)77 1.73712.15914.693墙身左侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)77 2.37416.61820.081墙身左侧插筋.4140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)77 3.01121.07725.47墙身右侧插筋.1140.3*35*d+35*d+35*14+500-40+max(6*d,150)88 1.73713.89616.792墙身右侧插筋.2140.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)77 2.37416.61820.081墙身右侧插筋.3140.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*14+500-40+max(6*d,150)77 3.01121.07725.47墙身右侧插筋.41435*14+500-40+max(6*d,150)77 1.17.79.305墙身拉筋.16(250-2*15)+2*(75+1.9*d)+(2*d)18180.4057.29 1.618构件数量：1墙身水平钢筋.1122300+29*d+29*d22 2.996 5.992 5.32墙身水平钢筋.2123400+29*d+29*d22 4.0968.1927.273墙身水平钢筋.3124400+29*d+29*d22 5.09610.1929.049墙身水平钢筋.4124400+29*d+29*d44 5.09620.38418.097墙身垂直钢筋.114500+0.3*35*d+35*d+0.3*35*d+35*d+0.3*35*d+35*d+35*1477 2.90120.30724.539构件位置：<18,H><18,E>构件名称：JLQ-1[116]本构件钢筋重：162.065Kg构件位置：<14,H><18,H>构件名称：JLQ-1[117]本构件钢筋重：187.247Kg。
6、钢筋明细表
项目名称：39号 董云杉编制日期：2009-06-02筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg全部纵筋插筋.1ΦB 223700/3+1350-40+max(6*d,150)1224 2.6964.63192.865箍筋.1ΦA62*((500-2*30)+(500-2*30))+2*(75+1.9*d)+(8*d)24 1.987.921.759B边插筋.1ΦB 183700/3+1350-40+max(6*d,150)88 2.6921.5443.036H边插筋.1ΦB 223700/3+1350-40+max(6*d,150)88 2.6921.5464.288角筋插筋.1ΦB 223700/3+1350-40+max(6*d,150)44 2.6910.7732.144箍筋.1ΦA82*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)22 2.014.031.589B边插筋.1ΦB 163700/3+1350-40+max(6*d,150)832 2.6986.18136.015H边插筋.1ΦB 183700/3+1350-40+max(6*d,150)832 2.6986.18172.144角筋插筋.1ΦB 203700/3+1350-40+max(6*d,150)416 2.6943.09106.262箍筋.1ΦA82*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)28 2.0116.116.358B边插筋.1ΦB 163700/3+1350-40+max(6*d,150)824 2.6964.63102.011H边插筋.1ΦB 183700/3+1350-40+max(6*d,150)824 2.6964.63129.108角筋插筋.1ΦB 203700/3+1350-40+max(6*d,150)412 2.6932.3279.696箍筋.1ΦA82*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)26 2.0112.084.768B边插筋.1ΦB 183700/3+1350-40+max(6*d,150)816 2.6943.0986.072H边插筋.1ΦB183700/3+1350-40+max(6*d,150)816 2.6943.0986.072构件位置：<1,E>;<1,B>构件名称：KZ-2[3]构件数量：1本构件钢筋重：141.058Kg楼层名称：基础层 （绘图输入）钢筋总重：7017.406Kg构件名称：KZ-1[1]构件数量：2本构件钢筋重：97.312Kg构件位置：<2,E>;<2,B>;<3,B>;<4,B>构件名称：KZ-4[8]构件数量：3本构件钢筋重：105.195Kg构件位置：<1,C>构件名称：KZ-3[4]构件数量：4本构件钢筋重：105.195Kg构件位置：<3,E>;<4,E>构件位置：<2,C>;<3,C>;<4,C>构件名称：KZ-5[11]构件数量：2本构件钢筋重：114.227Kg项目名称：39号 董云杉编制日期：2009-06-02角筋插筋.1ΦB 203700/3+1350-40+max(6*d,150)48 2.6921.5453.131箍筋.1ΦA82*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)24 2.018.063.179全部纵筋插筋.1ΦB 223700/3+1350-40+max(6*d,150)1236 2.6996.95289.298箍筋.1ΦA62*((500-2*30)+(500-2*30))+2*(75+1.9*d)+(8*d)26 1.9811.892.638全部纵筋插筋.1ΦB 223700/3+1350-40+max(6*d,150)1212 2.6932.3296.433箍筋.1ΦA62*((500-2*30)+(500-2*30))+2*(75+1.9*d)+(8*d)22 1.983.960.879B边插筋.1ΦB 183700/3+1350-40+max(6*d,150)88 2.6921.5443.036H边插筋.1ΦB 183700/3+1350-40+max(6*d,150)88 2.6921.5443.036角筋插筋.1ΦB 203700/3+1350-40+max(6*d,150)44 2.6910.7726.565箍筋.1ΦA82*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)22 2.014.031.589B边插筋.1ΦB 223700/3+1350-40+max(6*d,150)88 2.6921.5464.288H边插筋.1ΦB 183700/3+1350-40+max(6*d,150)88 2.6921.5443.036角筋插筋.1ΦB 203700/3+1350-40+max(6*d,150)44 2.6910.7726.565箍筋.1ΦA82*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)22 2.014.031.589B边插筋.1ΦB 203700/3+1350-40+max(6*d,150)832 2.6986.18212.524H边插筋.1ΦB 183700/3+1350-40+max(6*d,150)832 2.6986.18172.144角筋插筋.1ΦB203700/3+1350-416 2.6943.09106.262构件名称：KZ-6[13]构件数量：3本构件钢筋重：97.312Kg构件位置：<5,B>构件名称：KZ-8[17]构件数量：1本构件钢筋重：114.227Kg构件位置：<5,7200>;<8,7200>;<8,E>构件名称：KZ-7[16]构件数量：1本构件钢筋重：97.312Kg构件位置：<5,E>构件名称：KZ-10[19]构件数量：4本构件钢筋重：124.322Kg构件位置：<5,C>构件名称：KZ-9[18]构件数量：1本构件钢筋重：135.479Kg构件位置：<6,E>;<7,E>;<6,7200>;<7,7200>项目名称：39号 董云杉编制日期：2009-06-02箍筋.1ΦA82*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)28 2.0116.116.358B边插筋.1ΦB 163700/3+800-40+max(6*d,150)88 2.1417.1427.059H边插筋.1ΦB 183700/3+800-40+max(6*d,150)88 2.1417.1434.247角筋插筋.1ΦB 203700/3+800-40+max(6*d,150)44 2.148.5721.14箍筋.1ΦA82*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)22 2.014.031.589B边插筋.1ΦB 163700/3+1350-40+max(6*d,150)88 2.6921.5434.004H边插筋.1ΦB 183700/3+1350-40+max(6*d,150)88 2.6921.5443.036角筋插筋.1ΦB 203700/3+1350-40+max(6*d,150)44 2.6910.7726.565箍筋.1ΦA82*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)22 2.014.031.589B边插筋.1ΦB 163700/3+1350-40+max(6*d,150)88 2.6921.5434.004H边插筋.1ΦB 223700/3+1350-40+max(6*d,150)88 2.6921.5464.288角筋插筋.1ΦB 223700/3+1350-40+max(6*d,150)44 2.6910.7732.144箍筋.1ΦA82*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)22 2.014.031.5891.跨中筋1ΦA 12500-40+100/2+6700+500-40+100/2+12.5*d 3127.8794.4483.8451.上部钢筋1ΦA 12500-40+100/2+6700+500-40+100/2+12.5*d 3127.8794.4483.8451.箍筋1ΦA 62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)312112.01 2.6661.箍筋2ΦA 62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)312112.01 2.6661.箍筋3ΦA62*((370-2*40)+(180-281121112.1124.884构件位置：<6,C>构件名称：KZ-11[24]构件数量：1本构件钢筋重：105.195Kg构件名称：KZ-11[23]构件数量：1本构件钢筋重：84.035Kg构件位置：<8,C>构件名称：JZL-1[1]构件数量：4本构件钢筋重：49.477Kg构件位置：<7,C>构件名称：KZ-12[25]构件数量：1本构件钢筋重：132.026Kg构件位置：<1,B>,<2,B>;<2,B>,<3,B>;<3,B>,<4,B>;<4,B>,<5,B>项目名称：39号 董云杉 编制日期：2009-06-02 1.跨中筋1ΦA 12500-40+100/2+3400+500-40+100/2+12.5*d 36 4.5727.4224.3441.上部钢筋1ΦA 12500-40+100/2+3400+500-40+100/2+12.5*d 36 4.5727.4224.3441.箍筋1ΦA 62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)361 6.01 1.3331.箍筋2ΦA 62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)361 6.01 1.3331.箍筋3ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)1530130.036.6651.跨中筋1ΦA 12500-40+100/2+4000+500-40+100/2+12.5*d 33 5.1715.5113.771.上部钢筋1ΦA 12500-40+100/2+4000+500-40+100/2+12.5*d 33 5.1715.5113.771.箍筋1ΦA 62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)33130.6671.箍筋2ΦA 62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)33130.6671.箍筋3ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)1717117.023.7771.跨中筋1ΦA12500-40+100/2+6700+500-40+100/2+12.5*d 2147.87110.1897.821.上部钢筋1ΦA 12500-40+100/2+6700+500-40+100/2+12.5*d 2147.87110.1897.821.箍筋1ΦA 62*((240-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)3210.7415.56 3.4541.箍筋2ΦA 62*((240-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)3210.7415.56 3.4541.箍筋3ΦA62*((240-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)281960.74145.2432.2361.跨中筋1ΦA 12500-40+100/2+4600+500-40+100/2+12.5*d 22 5.7711.5410.2451.上部钢筋1ΦA 12500-40+100/2+4600+500-40+100/2+12.5*d 22 5.7711.5410.2451.箍筋1ΦA62*((240-2*40)+(180-330.742.220.493构件位置：<5,7200>,<6,7200>;<7,7200>,<8,7200>构件名称：JZL-1[6]构件数量：1本构件钢筋重：32.65Kg构件名称：JZL-1[5]构件数量：2本构件钢筋重：29.01Kg构件位置：<1,C>,<2,C>;<2,C>,<3,C>;<3,C>,<4,C>;<4,C>,<5,C>;<7,C>,<7,7200>;<5,E>,<5,C>;<2,E>,<2,C>构件名称：JZL-2[12]构件数量：1本构件钢筋重：24.603Kg构件位置：<6,7200>,<7,7200>构件名称：JZL-2[8]构件数量：7本构件钢筋重：33.54Kg构件位置：<5,C>,<5,B>项目名称：39号 董云杉编制日期：2009-06-021.箍筋2ΦA 62*((240-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)330.742.220.4931.箍筋3ΦA62*((240-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)19190.7414.083.1251.跨中筋1ΦA 12-40+100/2+4500-40+100/2+12.5*d 22 4.679.348.2921.上部钢筋1ΦA 12-40+100/2+4500-40+100/2+12.5*d 22 4.679.348.2921.箍筋1ΦA62*((240-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)19190.7414.083.1251.跨中筋1ΦA 12500-40+100/2+1850-40+12*d+12.5*d 22 2.61 5.23 4.6421.上部钢筋1ΦA 12500-40+100/2+1850-40+12*d+12.5*d 22 2.61 5.23 4.6421.箍筋1ΦA 62*((240-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)330.74 2.220.4931.箍筋2ΦA62*((240-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)990.746.671.481.下通长筋1ΦA 12500-40+100/2+11800+500-40+100/2+12.5*d+3962213.3726.7323.7331.上通长筋1ΦA 12500-40+100/2+11800+500-40+100/2+12.5*d+3962213.3726.7323.7331.箍筋1ΦA 62*((240-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)330.74 2.220.4931.箍筋2ΦA 62*((240-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)19190.7414.08 3.1252.箍筋1ΦA 62*((240-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)220.74 1.480.3292.箍筋2ΦA 62*((240-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)330.74 2.220.4932.箍筋3ΦA62*((240-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)28280.7420.754.6051.下通长筋1ΦA 12500-40+100/2+11800+500-40+100/2+12.5*d+3963313.3740.135.61.上通长筋1ΦA12500-40+100/2+11800+500-3313.3740.135.6构件位置：<7,B>,<6,B>构件名称：JZL-2[15]构件数量：1本构件钢筋重：11.257Kg构件名称：JZL-2[14]构件数量：1本构件钢筋重：19.709Kg构件位置：<4,E>,<4,B>构件名称：JZL-3[19]构件数量：1本构件钢筋重：85.863Kg构件位置：<6,B>,<6,7200>构件名称：JZL-2[17]构件数量：1本构件钢筋重：56.512Kg构件位置：<1,B>,<1,E>项目名称：39号 董云杉 编制日期：2009-06-021.箍筋1ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)33130.6671.箍筋2ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)2424124.02 5.3322.箍筋1ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)22120.4442.箍筋2ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)33130.6672.箍筋3ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)3434134.037.5541.下通长筋1ΦA12500-40+100/2+40600+500-40+100/2+12.5*d+15843343.35130.06115.4711.上通长筋1ΦA12500-40+100/2+40600+500-40+100/2+12.5*d+15843343.35130.06115.4711.箍筋1ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)33130.6671.箍筋2ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)3434134.037.5542.箍筋1ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)22120.4442.箍筋2ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)3434134.037.5543.箍筋1ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)22120.4443.箍筋2ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)3434134.037.5544.箍筋1ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)22120.4444.箍筋2ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)3434134.037.5545.箍筋1ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)22120.4445.箍筋2ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)1818118.02 3.9996.箍筋1ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)22120.4446.箍筋2ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)2121121.02 4.6667.箍筋1ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)22120.444构件位置：<1,E>,<8,E>构件名称：JZL-3[20]构件数量：1本构件钢筋重：277.822Kg项目名称：39号 董云杉编制日期：2009-06-027.箍筋3ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)1818118.023.9991.下通长筋1ΦA 12500-40+100/2+13900+500-40+100/2+12.5*d+3963315.4746.441.1931.上通长筋1ΦA 12500-40+100/2+13900+500-40+100/2+12.5*d+3963315.4746.441.1931.箍筋1ΦA 62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)33130.6671.箍筋2ΦA 62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)3434134.037.5542.箍筋1ΦA 62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)22120.4442.箍筋2ΦA 62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)33130.6672.箍筋3ΦA62*((370-2*40)+(180-2*40))+2*(75+1.9*d)+(8*d)3434134.037.554横向底筋.1ΦA 120.9*3100+12.5*d 3162 2.94182.28161.831纵向底筋.1ΦA120.9*3100+12.5*d3162 2.94182.28161.831横向底筋.1ΦA 120.9*2500+12.5*d 25450 2.41080958.843纵向底筋.1ΦA120.9*2500+12.5*d254502.41080958.843横向底筋.1ΦA 120.9*3300+12.5*d 3399 3.12308.88274.229纵向底筋.1ΦA120.9*3300+12.5*d3399 3.12308.88274.229横向底筋.1ΦA 120.9*3800+12.5*d 5959 3.57210.63187.001纵向底筋.1ΦA120.9*5900+12.5*d3838 5.46207.48184.204构件名称：JZL-3[21]构件数量：1本构件钢筋重：99.271Kg构件位置：<1,B>;<1,C>构件名称：DJ-2[3]构件数量：18本构件钢筋重：106.538Kg构件位置：<8,E>,<8,7200>构件名称：DJ-1[1]构件数量：2本构件钢筋重：161.831Kg构件位置：<1,E>;<8,7200>;<8,E>构件名称：DJ-4[24]构件数量：1本构件钢筋重：371.205Kg构件位置：<2,C>;<2,E>;<2,B>;<3,B>;<3,C>;<3,E>;<4,E>;<4,C>;<4,B>;<5,C>;<5,E>;<6,E>;<7,E>;<6,C>;<7,C>;<6,7200>;<7,7200>;<8,C>构件名称：DJ-3[21]构件数量：3本构件钢筋重：182.819Kg构件位置：<5,B>楼层名称：首层 （绘图输入）钢筋总重：18574.057Kg项目名称：39号 董云杉 编制日期：2009-06-02SLJ-1[1].1ΦA 83425+max(300/2,5*d)+max(250/2,5*d)+12.5*d 7070 3.8266104.96SLJ-3[23].1ΦA 86925+max(250/2,5*d)+max(300/2,5*d)+12.5*d29297.3211.783.534SLJ-2[2].1ΦA83350+max(250/2,5*d)+max(250/2,5*d)+12.5*d 5454 3.7199.878.838SLJ-4[25].1ΦA 86925+max(250/2,5*d)+max(300/2,5*d)+12.5*d23237.3167.966.251SLJ-2[3].1ΦA83350+max(250/2,5*d)+max(250/2,5*d)+12.5*d 5454 3.7199.878.838SLJ-4[27].1ΦA 86925+max(250/2,5*d)+max(300/2,5*d)+12.5*d23237.3167.966.251SLJ-2[4].1ΦA83350+max(250/2,5*d)+max(250/2,5*d)+12.5*d 5454 3.7199.878.838SLJ-4[29].1ΦA 86925+max(250/2,5*d)+max(300/2,5*d)+12.5*d23237.3167.966.251SLJ-2[5].1ΦA83350+max(250/2,5*d)+max(250/2,5*d)+12.5*d 5454 3.7199.878.838SLJ-4[31].1ΦA 86925+max(250/2,5*d)+max(300/2,5*d)+12.5*d23237.3167.966.251SLJ-2[6].1ΦA83350+max(250/2,5*d)+max(250/2,5*d)+12.5*d 5454 3.7199.878.838SLJ-4[33].1ΦA86925+max(250/2,5*d)+max(300/2,5*d)+12.5*d23237.3167.966.251SLJ-2[7].1ΦA 83350+max(250/2,5*d)+max(250/2,5*d)+12.5*d 5454 3.7199.878.838SLJ-4[35].1ΦA86925+max(250/2,5*d)+max(300/2,5*d)+12.5*d23237.3167.966.251构件名称：B-1[21]构件数量：1本构件钢筋重：188.494Kg构件位置：<1+3600,C+2818>,<2,C+2818>;<2-1309,C>,<2-1309,E>构件名称：B-2[3]构件数量：1本构件钢筋重：145.089Kg构件位置：<1,C+2586>,<1+3600,C+2586>;<1+1855,C>,<1+1855,E>构件名称：B-2[1]构件数量：1本构件钢筋重：145.089Kg构件位置：<2+3600,C+2586>,<3,C+2586>;<3-1968,C>,<3-1968,E>构件名称：B-2[7]构件数量：1本构件钢筋重：145.089Kg构件位置：<2,C+2493>,<2+3600,C+2493>;<2+1799,C>,<2+1799,E>构件名称：B-2[5]构件数量：1本构件钢筋重：145.089Kg构件位置：<3+3600,C+2076>,<4,C+2076>;<4-1421,C>,<4-1421,E>构件名称：B-2[11]构件数量：1本构件钢筋重：145.089Kg构件位置：<3,C+2911>,<3+3600,C+2911>;<3+1557,C>,<3+1557,E>构件名称：B-2[9]构件数量：1本构件钢筋重：145.089Kg构件位置：<4.5,C+2261>,<5,C+2261>;<4.5+1705,C>,<4.5+1705,E>构件位置：<4,C+2122>,<4.5,C+2122>;<4.5-1356,C>,<4.5-1356,E>构件名称：B-2[13]构件数量：1本构件钢筋重：145.089Kg项目名称：39号 董云杉编制日期：2009-06-02SLJ-2[8].1ΦA83325+max(250/2,5*d)+max(300/2,5*d)+12.5*d 5454 3.7199.878.838SLJ-4[37].1ΦA 86925+max(250/2,5*d)+max(300/2,5*d)+12.5*d23237.3167.966.251SLJ-2[9].1ΦA83350+max(250/2,5*d)+max(250/2,5*d)+12.5*d 3838 3.7140.655.479SLJ-4[26].1ΦA 84825+max(300/2,5*d)+max(250/2,5*d)+12.5*d23235.2119.647.192SLJ-2[10].1ΦA 83350+max(250/2,5*d)+max(250/2,5*d)+12.5*d 3838 3.7140.655.479SLJ-4[28].1ΦA 84825+max(300/2,5*d)+max(250/2,5*d)+12.5*d23235.2119.647.192SLJ-2[11].1ΦA 83350+max(250/2,5*d)+max(250/2,5*d)+12.5*d 3838 3.7140.655.479SLJ-4[30].1ΦA 84825+max(300/2,5*d)+max(250/2,5*d)+12.5*d23235.2119.647.192SLJ-2[12].1ΦA 83350+max(250/2,5*d)+max(250/2,5*d)+12.5*d 3838 3.7140.655.479SLJ-4[32].1ΦA84825+max(300/2,5*d)+max(250/2,5*d)+12.5*d23235.2119.647.192SLJ-2[13].1ΦA 83350+max(250/2,5*d)+max(250/2,5*d)+12.5*d 3838 3.7140.655.479SLJ-4[34].1ΦA84825+max(300/2,5*d)+max(250/2,5*d)+12.5*d23235.2119.647.192SLJ-2[14].1ΦA 83350+max(250/2,5*d)+max(250/2,5*d)+12.5*d 3838 3.7140.655.479SLJ-4[36].1ΦA84825+max(300/2,5*d)+max(250/2,5*d)+12.5*d23235.2119.647.192SLJ-2[15].1ΦA 83325+max(250/2,5*d)+max(300/2,5*d)+12.5*d38383.7140.655.479构件名称：B-2[2]构件数量：1本构件钢筋重：102.671Kg构件位置：<2,C-2332>,<2+3600,C-2332>;<2+1520,B>,<2+1520,C>构件名称：B-2[6]构件数量：1本构件钢筋重：102.671Kg构件位置：<1+3600,B+2397>,<2,B+2397>;<2-1495,B>,<2-1495,C>构件名称：B-2[4]构件数量：1本构件钢筋重：102.671Kg构件位置：<3,C-2285>,<3+3600,C-2285>;<3+1789,B>,<3+1789,C>构件名称：B-2[10]构件数量：1本构件钢筋重：102.671Kg构件位置：<2+3600,B+2351>,<3,B+2351>;<3-1876,B>,<3-1876,C>构件名称：B-2[8]构件数量：1本构件钢筋重：102.671Kg构件位置：<4,B+2537>,<4.5,B+2537>;<4+1733,B>,<4+1733,C>构件名称：B-2[14]构件数量：1本构件钢筋重：102.671Kg构件位置：<3+3600,B+2397>,<4,B+2397>;<4-1607,B>,<4-1607,C>构件名称：B-2[12]构件数量：1本构件钢筋重：102.671Kg构件位置：<4.5,B+2537>,<5,B+2537>;<5-1755,B>,<5-1755,C>项目名称：39号 董云杉编制日期：2009-06-02SLJ-4[38].1ΦA84825+max(300/2,5*d)+max(250/2,5*d)+12.5*d23235.2119.647.192SLJ-1[16].1ΦA 83625+max(300/2,5*d)+max(250/2,5*d)+12.5*d 70704280110.484SLJ-4[40].1ΦA86925+max(300/2,5*d)+max(250/2,5*d)+12.5*d25257.3182.572.012SLJ-1[17].1ΦA 84250+max(250/2,5*d)+max(250/2,5*d)+12.5*d 7070 4.6322127.057SLJ-4[41].1ΦA86925+max(300/2,5*d)+max(250/2,5*d)+12.5*d29297.3211.783.534SLJ-1[18].1ΦA 84250+max(250/2,5*d)+max(250/2,5*d)+12.5*d 7070 4.6322127.057SLJ-4[43].1ΦA86925+max(250/2,5*d)+max(300/2,5*d)+12.5*d29297.3211.783.534SLJ-1[19].1ΦA 83625+max(300/2,5*d)+max(250/2,5*d)+12.5*d 70704280110.484SLJ-4[39].1ΦA86925+max(250/2,5*d)+max(300/2,5*d)+12.5*d25257.3182.572.012SLJ-3[20].1ΦA 83625+max(250/2,5*d)+max(300/2,5*d)+12.5*d 5858423291.544SLJ-4[44].1ΦA86925+max(250/2,5*d)+max(300/2,5*d)+12.5*d25257.3182.572.012SLJ-3[21].1ΦA 83425+max(300/2,5*d)+max(250/2,5*d)+12.5*d 4141 3.8155.861.476SLJ-3[24].1ΦA84825+max(300/2,5*d)+max(250/2,5*d)+12.5*d29295.2150.859.504SLJ-4[22].1ΦA 84300+max(200/2,5*d)+max(200/2,5*d)+12.5*d 13134.659.823.596SLJ-4[42].1ΦA81800+max(200/2,5*d)+max(300/2,5*d)+12.5*d2929 2.1562.3524.602构件位置：<5,B+1933>,<6,B+1933>;<6-1666,7200>,<6-1666,C>构件名称：B-2[18]构件数量：1本构件钢筋重：210.59Kg构件名称：B-2[16]构件数量：1本构件钢筋重：182.496Kg构件位置：<6,C+3235>,<7,C+3235>;<6+1210,C>,<6+1210,E>构件名称：B-2[15]构件数量：1本构件钢筋重：182.496Kg构件位置：<6,B+1609>,<7,B+1609>;<6+1674,7200>,<6+1674,C>构件名称：B-2[17]构件数量：1本构件钢筋重：210.59Kg构件位置：<7,C+2400>,<8,C+2400>;<8-1623,C>,<8-1623,E>构件名称：B-1[22]构件数量：1本构件钢筋重：120.98Kg构件位置：<5,C+1844>,<6,C+1844>;<6-1295,C>,<6-1295,E>构件名称：B-2[19]构件数量：1本构件钢筋重：163.556Kg构件位置：<6,7200-1348>,<7,7200-1348>;<7-2037,7200-2050>,<7-2037,7200>构件位置：<1,B+2351>,<1+3600,B+2351>;<1+1808,B>,<1+1808,C>构件名称：YPB[23]构件数量：1本构件钢筋重：48.199Kg项目名称：39号 董云杉 编制日期：2009-06-02构件位置：<1+3600,E>,<1,E>;<1,B>,<1+3600,B>FJ-1[1].1ΦA101220+100+24*d+6.25*d2424 1.6238.9524.015 FJ-1[1].1ΦA61280+150+15055 1.587.9 1.753 FJ-1[2].1ΦA101220+100+24*d+6.25*d2424 1.6238.9524.015 FJ-1[2].1ΦA61230+150+15055 1.537.65 1.698构件名称：FJ-2构件数量：1本构件钢筋重：258.695Kg构件位置：<2,E>,<1+3600,E>;<2,E>,<2+3600,E>;<2+3600,E>,<3,E>;<3+3600,E>,<3,E>;<3+3600,E>,<4,E>;<4,E>,<4.5,E>;<1+3600,B>,<2,B>;<2+3600,B>,<2,B>;<2+3600,B>,<3,B>;<3+3600,B>,<3,B>;<3+3600,B>,<4,B>;<4.5,B>,<4,B>FJ-2[3].1ΦA101190+90+24*d+6.25*d2020 1.5831.6619.52 FJ-2[3].1ΦA61520+150+15055 1.829.1 2.02 FJ-2[4].1ΦA101190+24*d+90+6.25*d2020 1.5831.6619.52 FJ-2[4].1ΦA61540+150+15055 1.849.2 2.042 FJ-2[5].1ΦA101190+24*d+90+6.25*d2020 1.5831.6619.52 FJ-2[5].1ΦA61540+150+15055 1.849.2 2.042 FJ-2[6].1ΦA101190+90+24*d+6.25*d2020 1.5831.6619.52 FJ-2[6].1ΦA61540+150+15055 1.849.2 2.042 FJ-2[7].1ΦA101190+24*d+90+6.25*d2020 1.5831.6619.52 FJ-2[7].1ΦA61540+150+15055 1.849.2 2.042 FJ-2[8].1ΦA101190+24*d+90+6.25*d2020 1.5831.6619.52 FJ-2[8].1ΦA61540+150+15055 1.849.2 2.042 FJ-2[9].1ΦA101190+90+24*d+6.25*d2020 1.5831.6619.52 FJ-2[9].1ΦA61520+150+15055 1.829.1 2.02 FJ-2[10].1ΦA101190+24*d+90+6.25*d2020 1.5831.6619.52 FJ-2[10].1ΦA61540+150+15055 1.849.2 2.042项目名称：39号 董云杉 编制日期：2009-06-02FJ-2[11].1ΦA101190+90+24*d+6.25*d2020 1.5831.6619.52 FJ-2[11].1ΦA61540+150+15055 1.849.2 2.042 FJ-2[12].1ΦA101190+24*d+90+6.25*d2020 1.5831.6619.52 FJ-2[12].1ΦA61540+150+15055 1.849.2 2.042 FJ-2[13].1ΦA101190+90+24*d+6.25*d2020 1.5831.6619.52 FJ-2[13].1ΦA61540+150+15055 1.849.2 2.042 FJ-2[14].1ΦA101190+24*d+90+6.25*d2020 1.5831.6619.52 FJ-2[14].1ΦA61540+150+15055 1.849.2 2.042构件名称：FJ-3构件数量：1本构件钢筋重：40.259Kg构件位置：<4.5,E>,<5,E>;<4.5,B>,<5,B>FJ-3[15].1ΦA101170+24*d+90+6.25*d1919 1.5629.718.309 FJ-3[15].1ΦA61340+150+15055 1.648.2 1.82 FJ-3[16].1ΦA101170+90+24*d+6.25*d1919 1.5629.718.309 FJ-3[16].1ΦA61340+150+15055 1.648.2 1.82构件名称：FJ-4构件数量：1本构件钢筋重：68.93Kg构件位置：<5,E>,<6,E>;<6,7200>,<5,7200>FJ-4[17].1ΦA101370+24*d+90+6.25*d2929 1.7651.1331.522 FJ-4[17].1ΦA61470+150+15066 1.7710.62 2.357 FJ-4[18].1ΦA101370+24*d+90+6.25*d2929 1.7651.1331.522 FJ-4[18].1ΦA62550-50+15066 2.6515.9 3.529构件名称：FJ-5构件数量：1本构件钢筋重：68.104Kg构件位置：<6,E>,<7,E>;<6,7200>,<7,7200>FJ-5[19].1ΦA101340+24*d+90+6.25*d2929 1.7350.2630.985 FJ-5[19].1ΦA62120+150+15066 2.4214.52 3.223 FJ-5[20].1ΦA101340+90+24*d+6.25*d2929 1.7350.2630.985项目名称：39号 董云杉 编制日期：2009-06-02FJ-5[20].1ΦA61885+150+15066 2.1913.11 2.91构件名称：FJ-6构件数量：1本构件钢筋重：27.694Kg构件位置：<8,E>,<7,E>FJ-6[21].1ΦA101290+90+24*d+6.25*d2525 1.6842.0825.941 FJ-6[21].1ΦA61280+150+15055 1.587.9 1.753构件名称：FJ-8构件数量：1本构件钢筋重：36.794Kg构件位置：<1,C>,<1+3600,C>FJ-8[22].1ΦA101050+1050+100+1002424 2.355.234.033 FJ-8[22].1ΦA61280+150+15044 1.58 6.32 1.403 FJ-8[22].2ΦA61230+150+15044 1.53 6.12 1.358构件名称：FJ-9构件数量：1本构件钢筋重：185.293Kg 构件位置：<1+3600,C>,<2,C>;<2,C>,<2+3600,C>;<2+3600,C>,<3,C>;<3,C>,<3+3600,C>;<3+3600,C>,<4,C>;<4,C>,<4.5,C>FJ-9[23].1ΦA101030+1030+90+902020 2.2444.827.621 FJ-9[23].1ΦA61520+150+15088 1.8214.56 3.232 FJ-9[24].1ΦA101030+1030+90+902020 2.2444.827.621 FJ-9[24].1ΦA61540+150+15088 1.8414.72 3.267 FJ-9[25].1ΦA101030+1030+90+902020 2.2444.827.621 FJ-9[25].1ΦA61540+150+15088 1.8414.72 3.267 FJ-9[26].1ΦA101030+1030+90+902020 2.2444.827.621 FJ-9[26].1ΦA61540+150+15088 1.8414.72 3.267 FJ-9[27].1ΦA101030+1030+90+902020 2.2444.827.621 FJ-9[27].1ΦA61540+150+15088 1.8414.72 3.267 FJ-9[28].1ΦA101030+1030+90+902020 2.2444.827.621 FJ-9[28].1ΦA61540+150+15088 1.8414.72 3.267构件名称：FJ-10构件数量：1本构件钢筋重：28.449Kg构件位置：<4.5,C>,<5,C>项目名称：39号 董云杉 编制日期：2009-06-02FJ-10[29].1ΦA101000+1000+90+901919 2.1841.4225.537 FJ-10[29].1ΦA61340+150+15088 1.6413.12 2.912构件名称：FJ-11构件数量：1本构件钢筋重：50.058Kg构件位置：<5,C>,<6,C>FJ-11[30].1ΦA101200+1200+90+902929 2.5874.8246.13 FJ-11[30].1ΦA61470+150+1501010 1.7717.7 3.929构件名称：FJ-7构件数量：1本构件钢筋重：26.924Kg构件位置：<7,C>,<8,C>FJ-7[31].1ΦA101240+90+24*d+6.25*d2525 1.6340.8325.17 FJ-7[31].1ΦA61280+150+15055 1.587.9 1.753构件名称：FJ-13构件数量：1本构件钢筋重：13.98Kg构件位置：<7,7200>,<6,7200>FJ-13[32].1ΦA8720+70+24*d+6.25*d2929 1.0329.9311.809 FJ-13[32].1ΦA62960+150+15033 3.269.78 2.171构件名称：FJ-14构件数量：1本构件钢筋重：12.836Kg构件位置：<7,7200-2050>,<6,7200-2050>FJ-14[33].1ΦA8620+24*d+70+6.25*d29290.9327.0310.665 FJ-14[33].1ΦA62960+150+15033 3.269.78 2.171构件名称：FJ-15构件数量：1本构件钢筋重：11.087Kg构件位置：<6,7200>,<6,7200-2050>;<7,7200-2050>,<7,7200>FJ-15[34].1ΦA8670+70+24*d+6.25*d13130.9812.77 5.037 FJ-15[34].1ΦA6460+150+150330.76 2.280.506 FJ-15[35].1ΦA8670+70+24*d+6.25*d13130.9812.77 5.037 FJ-15[35].1ΦA6460+150+150330.76 2.280.506构件名称：FJ-16构件数量：1本构件钢筋重：75.865Kg构件位置：<1,C>,<1,E>FJ-16[36].1ΦA121220+24*d+100+6.25*d4747 1.6879.170.227 FJ-16[36].1ΦA64780+150+15055 5.0825.4 5.638构件名称：FJ-17构件数量：1本构件钢筋重：104.62Kg项目名称：39号 董云杉 编制日期：2009-06-02构件位置：<1+3600,C>,<1+3600,E>FJ-17[37].1ΦA121050+1050+100+904747 2.29107.6395.556 FJ-17[37].1ΦA64780+150+15044 5.0820.32 4.51 FJ-17[37].2ΦA64830+150+15044 5.1320.52 4.555构件名称：FJ-18构件数量：1本构件钢筋重：535.304Kg 构件位置：<2,C>,<2,E>;<2+3600,C>,<2+3600,E>;<3,C>,<3,E>;<3+3600,C>,<3+3600,E>;<4,C>,<4,E>;<4.5,C>,<4.5,E>FJ-18[38].1ΦA101030+1030+90+905858 2.24129.9280.101 FJ-18[38].1ΦA64830+150+15088 5.1341.049.109 FJ-18[39].1ΦA101030+1030+90+905858 2.24129.9280.101 FJ-18[39].1ΦA64830+150+15088 5.1341.049.109 FJ-18[40].1ΦA101030+1030+90+905858 2.24129.9280.101 FJ-18[40].1ΦA64830+150+15088 5.1341.049.109 FJ-18[41].1ΦA101030+1030+90+905858 2.24129.9280.101 FJ-18[41].1ΦA64830+150+15088 5.1341.049.109 FJ-18[42].1ΦA101030+1030+90+905858 2.24129.9280.101 FJ-18[42].1ΦA64830+150+15088 5.1341.049.109 FJ-18[43].1ΦA101030+1030+90+905858 2.24129.9280.101 FJ-18[43].1ΦA64830+150+15044 5.1320.52 4.555 FJ-18[43].2ΦA64880+150+15044 5.1820.72 4.599构件名称：FJ-19构件数量：1本构件钢筋重：207.779Kg构件位置：<5,C>,<5,E>;<5,B>,<5,C>FJ-19[44].1ΦA121230+1230+90+904747 2.64124.08110.16 FJ-19[44].1ΦA64880+150+15055 5.1825.9 5.749 FJ-19[44].2ΦA64480+150+15055 4.7823.9 5.305项目名称：39号 董云杉 编制日期：2009-06-02FJ-19[47].1ΦA121080+24*d+90+6.25*d11 1.53 1.53 1.361 FJ-19[47].2ΦA121230+1230+90+903333 2.6487.1277.347 FJ-19[47].1ΦA62780+150+15055 3.0815.4 3.418 FJ-19[47].2ΦA63900-50+15055420 4.439构件名称：FJ-20构件数量：1本构件钢筋重：238.541Kg构件位置：<6,C>,<6,E>;<6,7200>,<6,C>FJ-20[45].1ΦA121200+1200+90+904747 2.58121.26107.657 FJ-20[45].1ΦA64480+150+15055 4.7823.9 5.305 FJ-20[45].2ΦA65585-50+15055 5.6928.43 6.309 FJ-20[46].1ΦA121200+1200+90+904747 2.58121.26107.657 FJ-20[46].1ΦA64480+150+15055 4.7823.9 5.305 FJ-20[46].2ΦA65585-50+15055 5.6928.43 6.309构件名称：FJ-21构件数量：1本构件钢筋重：117.507Kg构件位置：<7,C>,<7,E>FJ-21[48].1ΦA121180+1180+90+904747 2.54119.38105.988 FJ-21[48].1ΦA65585-50+15055 5.6928.43 6.309 FJ-21[48].2ΦA64395+150+15055 4.723.48 5.21构件名称：FJ-22构件数量：1本构件钢筋重：156.981Kg构件位置：<8,C>,<8,E>;<7,7200>,<7,C>FJ-22[49].1ΦA121290+90+24*d+6.25*d4747 1.7481.9272.731 FJ-22[49].1ΦA64395+150+15055 4.723.48 5.21 FJ-22[50].1ΦA121290+90+24*d+6.25*d4747 1.7481.9272.731 FJ-22[50].1ΦA65585-50+15055 5.6928.43 6.309构件名称：FJ-23构件数量：1本构件钢筋重：81.48Kg构件位置：<1,B>,<1,C>FJ-23[51].1ΦA101070+24*d+12.5*d22 1.44 2.87 1.769项目名称：39号 董云杉 编制日期：2009-06-02FJ-23[51].2ΦA101320+1320+100+6.25*d4141 2.8114.9270.855 FJ-23[51].1ΦA65100-50-5055525 5.549 FJ-23[51].2ΦA62680+150+15055 2.9814.9 3.307构件名称：FJ-24构件数量：1本构件钢筋重：63.223Kg构件位置：<1+3600,B>,<1+3600,C>FJ-24[52].1ΦA101050+1050+100+904141 2.2993.8957.887 FJ-24[52].1ΦA62680+150+15044 2.9811.92 2.646 FJ-24[52].2ΦA62730+150+15044 3.0312.12 2.69构件名称：FJ-25构件数量：1本构件钢筋重：347.205Kg 构件位置：<2,B>,<2,C>;<2+3600,B>,<2+3600,C>;<3,B>,<3,C>;<3+3600,B>,<3+3600,C>;<4,B>,<4,C>;<4.5,B>,<4.5,C>FJ-25[53].1ΦA101030+1030+90+903838 2.2485.1252.48 FJ-25[53].1ΦA62730+150+15088 3.0324.24 5.38 FJ-25[54].1ΦA101030+1030+90+903838 2.2485.1252.48 FJ-25[54].1ΦA62730+150+15088 3.0324.24 5.38 FJ-25[55].1ΦA101030+1030+90+903838 2.2485.1252.48 FJ-25[55].1ΦA62730+150+15088 3.0324.24 5.38 FJ-25[56].1ΦA101030+1030+90+903838 2.2485.1252.48 FJ-25[56].1ΦA62730+150+15088 3.0324.24 5.38 FJ-25[57].1ΦA101030+1030+90+903838 2.2485.1252.48 FJ-25[57].1ΦA62730+150+15088 3.0324.24 5.38 FJ-25[58].1ΦA101030+1030+90+903838 2.2485.1252.48 FJ-25[58].1ΦA62730+150+15044 3.0312.12 2.69 FJ-25[58].2ΦA62780+150+15044 3.0812.32 2.734构件名称：KZ-1[1]构件数量：2本构件钢筋重：174.87Kg构件位置：<1,E>;<1,B>项目名称：39号 董云杉编制日期：2009-06-02全部纵筋.1ΦB 224300-3700/3+max(3000/6,500,500)1224 3.5785.61255.459箍筋.1ΦA 62*((500-2*30)+(500-2*30))+2*(75+1.9*d)+(8*d)4488 1.98174.3338.693箍筋.2ΦA62*(((500-2*30-22)/3*1+22)+(500-2*30))+2*(75+1.9*d)+(8*d)88176 1.42250.4555.588B边纵筋.1ΦB 184300-3700/3+max(3000/6,500,500)88 3.5728.5457.003H边纵筋.1ΦB 224300-3700/3+max(3000/6,500,500)88 3.5728.5485.153角筋.1ΦB 224300-3700/3+max(3000/6,500,500)44 3.5714.2742.576箍筋.1ΦA 82*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)3636 2.0172.528.609箍筋.2ΦA82*(((500-2*30-22)/5*1+22)+(500-2*30))+2*(11.9*d)+(8*d)7272 1.3596.9138.24B边纵筋.1ΦB 164300-3700/3+max(3000/6,500,500)832 3.57114.14180.158H边纵筋.1ΦB 184300-3700/3+max(3000/6,500,500)832 3.57114.14228.013角筋.1ΦB 204300-3700/3+max(3000/6,500,500)416 3.5757.07140.749箍筋.1ΦA 82*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)36144 2.01290.02114.436箍筋.2ΦA82*(((500-2*30-20)/5*1+20)+(500-2*30))+2*(11.9*d)+(8*d)72288 1.34386.5152.506B边纵筋.1ΦB 164300-3700/3+max(3000/6,500,500)824 3.5785.61135.119H边纵筋.1ΦB 184300-3700/3+max(3000/6,500,500)824 3.5785.61171.01角筋.1ΦB 204300-3700/3+max(3000/6,500,500)412 3.5742.8105.562箍筋.1ΦA 82*((500-2*30)+(500-2*30))+2*(11.9*d)+(8*d)36108 2.01217.5185.827箍筋.2ΦA82*(((500-2*30-20)/5*1+20)+(500-2*30))+2*(11.9*d)+(8*d)72216 1.34289.87114.379构件位置：<1,C>构件名称：KZ-3[4]构件数量：4本构件钢筋重：203.965Kg构件名称：KZ-2[3]构件数量：1本构件钢筋重：251.582Kg构件位置：<2,C>;<3,C>;<4,C>构件名称：KZ-5[11]构件数量：2本构件钢筋重：215.929Kg构件位置：<2,E>;<2,B>;<3,B>;<4,B>构件名称：KZ-4[8]构件数量：3本构件钢筋重：203.965Kg构件位置：<3,E>;<4,E>。
百度 钢筋明细表
筋号级别直径钢筋图形计算公式根数总根数单长m总长m总重kg构件数量：60B边插筋.1182450/3+950+1000-40+max(6*d,150)2120 2.877345.24689.648H边插筋.1182450/3+950+1000-40+max(6*d,150)2120 2.877345.24689.648角筋插筋.1182450/3+950+1000-40+max(6*d,150)4240 2.877690.481379.296箍筋.182*((400-2*30)+(400-2*30))+2*(11.9*d)+(8*d)171020 1.6141646.28649.598构件数量：321跨.下通长筋118250-40+370/2+1030+250-40+370/2396 1.82174.72349.0191跨.侧面受扭筋112250-40+370/2+1030+250-40+370/2264 1.82116.48103.4131跨.上部钢筋118250-40+370/2+1030+250-40+370/2396 1.82174.72349.0191跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)396 1.334128.06450.5321跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)396 1.334128.06450.5321跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)11352 1.334469.568185.2851跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)41280.35545.4410.086构件数量：91跨.下通长筋1181600-40+370/2+1780+2400-40+370/2327 6.07163.89327.3851跨.侧面受扭筋1121600-40+370/2+1780+2400-40+370/2218 6.07109.2697.003构件名称：KZ-5[429]本构件钢筋重：56.803Kg构件位置：<1,B>;<1,A+100>;<3,B>;<3,A+100>;<5,B>;<5,A+100>;<7,B>;<7,A+100>;<9,B>;<9,A+100>;<11,B>;<11,A+100>;<13,B>;<13,A+100>;<15,B>;<15,A+100>;<17,B>;<17,A+100>;<17-100,A>;<17,B>;<15-100,A>;<15,B>;<13-100,A>;<13,B>;<11-100,A>;<11,B>;<9-100,A>;<9,B>;<7-100,A>;<7,B>;<5-100,A>;<5,B>;<3-100,A>;<3,B>;<1-100,A>;<1,B>;<1,B>;<1,A-100>;<2,A-100>;<2,B>;<4,A-100>;<4,B>;<6,A-100>;<6,B>;<8,A-100>;<8,B>;<10,A-100>;<10,B>;<12,A-100>;<12,B>;<14,A-100>;<14,B>;<16,A-100>;<16,B>;<18,A-100>;<18,B>;<20,A-100>;<20,B>;<22,A-100>;<22,B>构件名称：DL-3[72]本构件钢筋重：34.309Kg楼层名称：基础层（绘图输入）钢筋总重：27823.867Kg构件位置：<2,B><2,C>;<4,B><4,C>;<6,B><6,C>;<8,B><8,C>;<10,B><10,C>;<12,B><12,C>;<14,B><14,C>;<16,B><16,C>;<15,B><15,C>;<13 ,B><13,C>;<11,B><11,C>;<9,B><9,C>;<7,B><7,C>;<5,B><5,C>;<3,B><3,C>;<1-75,B><1-75,C>;<16,C><16,B>;<14,C><14,B>;<12,C><12,B>;<10,C><10,B>;<8,C><8,B>;<6,C><6,B>;<4,C><4,B>;<2,C><2,B>;<11,C><11,B>;<9,C><9,B>;<7,C><7,B>;<5,C><5,B>;<13,C><13,B>;<15,C><15,B>;<17,C-75><17,B-75>;<17+75,B><17+75,C>构件名称：DL-2[88]本构件钢筋重：100.847Kg构件位置：<1-75,A><1-75,B>;<3,A><3,B>;<5,A><5,B>;<7,A><7,B>;<9,A><9,B>;<11,A><11,B>;<13,A><13,B>;<15,A><15,B>;<17+75,A><17+75,B>1跨.上部钢筋1181600-40+370/2+1780+2400-40+370/2327 6.07163.89327.3851跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)981 1.334108.05442.6371跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)13117 1.334156.07861.5861跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)1090 1.334120.0647.3741跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)6540.35519.17 4.255构件数量：161跨.下通长筋118250-40+370/2+3530+250-40+370/2348 4.32207.36414.221跨.侧面受扭筋112250-40+370/2+3530+250-40+370/2232 4.32138.24122.7321跨.上部钢筋118250-40+370/2+3530+250-40+370/2348 4.32207.36414.221跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)232 1.33442.68816.8441跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)232 1.33442.68816.8441跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)19304 1.334405.536160.0191跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)101600.35556.812.607构件数量：11跨.下通长筋1162400-40+470/2+52000+2400-40+470/23357.19171.57270.7961跨.侧面受扭通长筋1122400-40+470/2+52000+2400-40+470/2+22802259.47118.94105.5971跨.上通长筋1162400-40+470/2+52000+2400-40+470/23357.19171.57270.7961跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1313 1.50119.513 4.331构件名称：DL-2[90]本构件钢筋重：72.343Kg构件位置：<2,A><2,B>;<4,A><4,B>;<6,A><6,B>;<8,A><8,B>;<10,A><10,B>;<12,A><12,B>;<14,A><14,B>;<16,A><16,B>;<16,B><16,A>;<14 ,B><14,A>;<12,B><12,A>;<10,B><10,A>;<8,B><8,A>;<6,B><6,A>;<4,B><4,A>;<2,B><2,A>构件名称：DL-5[106]本构件钢筋重：752.701Kg构件位置：<1-200,C-5><17+200,C-5>1跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6631跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9462跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9982跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6632跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9463跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9983跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6633跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9464跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9984跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6634跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9465跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9985跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6635跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9466跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9986跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6636跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9467跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9987跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6637跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9468跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9988跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1313 1.50119.513 4.3318跨.箍筋362*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6638跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.946构件数量：11跨.下通长筋1182400-40+470/2+52000+2400-40+470/23357.19171.57342.7271跨.侧面受扭通长筋1122400-40+470/2+52000+2400-40+470/2+22804459.47237.88211.1941跨.上通长筋1182400-40+470/2+52000+2400-40+470/23357.19171.57342.7271跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1313 1.53419.9427.8691跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9221跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8912跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2642跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9222跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8913跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2643跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.922构件名称：DL-4[108]本构件钢筋重：1089.732Kg构件位置：<1,B><17,B>3跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8914跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2644跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9224跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8915跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2645跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9225跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8916跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2646跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9226跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8917跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2647跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9227跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8918跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2648跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1313 1.53419.9427.8698跨.箍筋382*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9228跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.891构件数量：2构件名称：DL-4a[110]本构件钢筋重：1514.072Kg构件位置：<1,A+25><17,A+25>;<17-25,A><1-25,A>1跨.下通长筋1201600-40+470/2+52800+1600-40+470/24856.39451.121112.5341跨.侧面受扭通长筋1121600-40+470/2+52800+1600-40+470/2+22804858.67469.36416.7061跨.上通长筋1201600-40+470/2+52800+1600-40+470/24856.39451.121112.5341跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)918 1.53427.61210.8951跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6861跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4122跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6852跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6862跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4123跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6853跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6863跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4124跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6854跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6864跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4125跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6855跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6865跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4126跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6856跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6866跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4127跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6857跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6867跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4128跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6858跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)918 1.53427.61210.8958跨.箍筋382*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6868跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.412构件数量：11跨.下通长筋1181600-40+370/2+1900+1600-40+370/233 5.3916.1732.3011跨.侧面受扭筋1121600-40+370/2+1900+1600-40+370/222 5.3910.789.5711跨.上部钢筋1181600-40+370/2+1900+1600-40+370/233 5.3916.1732.3011跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)99 1.33412.006 4.7371跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)99 1.33412.006 4.7371跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)1010 1.33413.34 5.2641跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)660.355 2.130.473构件数量：5构件名称：DL-2[490]本构件钢筋重：89.384Kg构件位置：<1-75,B><1-75,A>构件名称：DL-2[491]本构件钢筋重：95.862Kg 构件位置：<2,B><2,A>;<4,B><4,A>;<6,B><6,A>;<8,B><8,A>;<10,B><10,A>1跨.下通长筋1182400-40+370/2+1500+1600-40+370/2315 5.7986.85173.4911跨.侧面受扭筋1122400-40+370/2+1500+1600-40+370/2210 5.7957.951.4051跨.上部钢筋1182400-40+370/2+1500+1600-40+370/2315 5.7986.85173.4911跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)1365 1.33486.7134.2151跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)945 1.33460.0323.6871跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)840 1.33453.3621.0551跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)5250.3558.875 1.97构件数量：101跨.下通长筋118250-40+370/2+3250+250-40+370/2330 4.04121.2242.1081跨.侧面受扭筋112250-40+370/2+3250+250-40+370/2220 4.0480.871.7361跨.上部钢筋118250-40+370/2+3250+250-40+370/2330 4.04121.2242.1081跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)220 1.33426.6810.5281跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)220 1.33426.6810.5281跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)17170 1.334226.7889.4841跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)9900.35531.957.091构件数量：61跨.下通长筋1182900-40+370/2+1250+1600-40+370/2318 6.04108.72217.1781跨.侧面受扭筋1122900-40+370/2+1250+1600-40+370/2212 6.0472.4864.349构件名称：DL-2[492]本构件钢筋重：67.358Kg构件位置：<3,B><3,A>;<5,B><5,A>;<7,B><7,A>;<9,B><9,A>;<11,B><11,A>;<13,B><13,A>;<15,B><15,A>;<17,B><17,A>;<19,B><19,A>;<21,B><21,A>构件名称：DL-2[501]本构件钢筋重：99.75Kg 构件位置：<12,B><12,A>;<14,B><14,A>;<16,B><16,A>;<18,B><18,A>;<20,B><20,A>;<22+75,B><22+75,A>1跨.上部钢筋1182900-40+370/2+1250+1600-40+370/23186.04108.72217.1781跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)1590 1.334120.0647.3741跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)954 1.33472.03628.4241跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)742 1.33456.02822.1081跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)4240.3558.52 1.891构件数量：61跨.下通长筋118250-40+370/2+525+2900-40+370/2318 3.96571.37142.5681跨.侧面受扭筋112250-40+370/2+525+2900-40+370/2212 3.96547.5842.2421跨.上部钢筋118250-40+370/2+525+2900-40+370/2318 3.96571.37142.5681跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)318 1.33424.0129.4751跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)30180 1.334240.1294.7481跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)636 1.33448.02418.951跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)3180.355 6.39 1.418构件数量：101跨.下通长筋118250-40+370/2+1850+250-40+370/2330 2.6479.2158.2091跨.侧面受扭筋112250-40+370/2+1850+250-40+370/22202.6452.846.8771跨.上部钢筋118250-40+370/2+1850+250-40+370/2330 2.6479.2158.2091跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)330 1.33440.0215.791构件名称：DL-3[513]本构件钢筋重：49.962Kg 构件位置：<21,C><21,B>;<19,C><19,B>;<17,C><17,B>;<15,C><15,B>;<13,C><13,B>;<11,C><11,B>;<9,C><9,B>;<7,C><7,B>;<5,C><5,B>;<3,C><3,B>构件名称：DL-3[512]本构件钢筋重：75.328Kg构件位置：<22+75,C><22+75,B>;<20,C><20,B>;<18,C><18,B>;<16,C><16,B>;<14,C><14,B>;<12,C><12,B>1跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)330 1.33440.0215.7911跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)19190 1.334253.46100.0121跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)6600.35521.3 4.728构件数量：51跨.下通长筋118250-40+370/2+775+2400-40+370/2315 3.71555.725111.3161跨.侧面受扭筋112250-40+370/2+775+2400-40+370/2210 3.71537.1532.9821跨.上部钢筋118250-40+370/2+775+2400-40+370/2315 3.71555.725111.3161跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)315 1.33420.017.8961跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)25125 1.334166.7565.7971跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)840 1.33453.3621.0551跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)3150.355 5.325 1.182构件数量：11跨.下通长筋118250-40+370/2+1175+1600-40+370/233 3.3159.94519.8661跨.侧面受扭筋112250-40+370/2+1175+1600-40+370/222 3.315 6.63 5.8861跨.上部钢筋118250-40+370/2+1175+1600-40+370/233 3.3159.94519.8661跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)33 1.334 4.002 1.5791跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)1717 1.33422.6788.9481跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)1212 1.33416.008 6.3171跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)440.355 1.420.315构件名称：DL-3[524]本构件钢筋重：70.309Kg 构件位置：<10,C><10,B>;<8,C><8,B>;<6,C><6,B>;<4,C><4,B>;<2,C><2,B>构件名称：DL-3[533]本构件钢筋重：62.778Kg构件位置：<1-75,C><1-75,B>构件数量：11跨.下通长筋1181600-40+470/2+69650+1900-40+470/23373.54220.62440.7081跨.侧面受扭通长筋1121600-40+470/2+69650+1900-40+470/2+31924476.732306.928272.4961跨.上通长筋1181600-40+470/2+69650+1900-40+470/23373.54220.62440.7081跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.4481跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8421跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)10100.355 3.550.7882跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2642跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9222跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8913跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2643跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9223跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8914跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2644跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9224跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8915跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2645跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.922构件名称：DL-4[534]本构件钢筋重：1400.331Kg构件位置：<1,B><22,B>5跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8916跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2646跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2424 1.53436.81614.5276跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)26260.3559.23 2.0497跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.4487跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2525 1.53438.3515.1327跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)26260.3559.23 2.0498跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.4488跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2525 1.53438.3515.1328跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)26260.3559.23 2.0499跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.4489跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2525 1.53438.3515.1329跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)26260.3559.23 2.04910跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.44810跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2525 1.53438.3515.13210跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)26260.3559.23 2.04911跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.44811跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1010 1.53415.34 6.05311跨.箍筋382*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2525 1.53438.3515.13211跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)26260.3559.23 2.049构件数量：11跨.下通长筋1201600-40+470/2+69800+1600-40+470/24473.39293.56723.9661跨.侧面受扭通长筋1121600-40+470/2+69800+1600-40+470/2+31924476.582306.328271.9631跨.上通长筋1201600-40+470/2+69800+1600-40+470/24473.39293.56723.9661跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.4481跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1010 1.53415.34 6.0531跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9462跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8422跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3432跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.2063跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8423跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3433跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.2064跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8424跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3434跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.206构件名称：DL-4a[535]本构件钢筋重：1971.704Kg构件位置：<1,A-25><22,A-25>5跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8425跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3435跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.2066跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8426跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3436跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.2067跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8427跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3437跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.2068跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8428跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3438跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.2069跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8429跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3439跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.20610跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.84210跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.34310跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.20611跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.2724.84211跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.44811跨.箍筋382*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.34311跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.206构件数量：11跨.下通长筋116-40+470/2+71400-40+470/23371.79215.37339.9281跨.侧面受扭筋112-40+470/2+71400-40+470/2+31922274.982149.964133.1411跨.上部钢筋116-40+470/2+71400-40+470/23371.79215.37339.9281跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)358358 1.501537.358119.2691跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)1801800.35563.914.183构件数量：11跨.下通长筋1182400-40+470/2+51750+2900-40+470/23357.44172.32344.2251跨.侧面受扭通长筋1122400-40+470/2+51750+2900-40+470/2+22804459.72238.88212.0821跨.上通长筋1182400-40+470/2+51750+2900-40+470/23357.44172.32344.2251跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1313 1.53419.9427.8691跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9221跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8912跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2642跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.922构件名称：DL-4[787]本构件钢筋重：1093.459Kg构件位置：<17,B><1,B>构件名称：DL-5[536]本构件钢筋重：946.448Kg构件位置：<1-200,C><22+200,C>2跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8913跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2643跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9223跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8914跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2644跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9224跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8915跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2645跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9225跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8916跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2646跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9226跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8917跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2647跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2222 1.53433.74813.3167跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8918跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1414 1.53421.4768.4748跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1515 1.53423.019.079。
钢筋明细表范例
筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg 构件数量：12全部纵筋插筋.1204770/3+1*max(35*d,500)+650-50+15*d 896 3.19306.24756.413全部纵筋插筋.2204770/3+650-50+15*d 896 2.49239.04590.429箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)224 2.1551.620.382构件数量：2全部纵筋插筋.1254770/3+1*max(35*d,500)+650-50+15*d612 3.4441.28158.928全部纵筋插筋.2254770/3+650-50+15*d612 2.56530.78118.503箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)24 2.158.6 3.397构件数量：4全部纵筋插筋.1254770/3+1*max(35*d,500)+650-50+15*d1248 3.44165.12635.712全部纵筋插筋.2254770/3+650-50+15*d1248 2.565123.12474.012箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)28 2.1517.2 6.794构件数量：1全部纵筋插筋.1204770/3+1*max(35*d,500)+650-50+15*d88 3.1925.5263.034全部纵筋插筋.2204770/3+650-50+15*d88 2.4919.9249.202箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)22 2.15 4.3 1.699构件数量：1全部纵筋插筋.1204620/3+1*max(35*d,500)+750-50+max(6*d,150)88 3.0924.7261.058全部纵筋插筋.2204620/3+750-50+max(6*d,150)88 2.3919.1247.226构件位置：<3,C>构件位置：<2,D>;<2,C>;<5,D>;<5,C>构件名称：kz4[1243]本构件钢筋重：113.935Kg 构件位置：<3,D>构件名称：kz4[1244]本构件钢筋重：110.833Kg 构件位置：<2,E>;<3,E>;<4,E>;<5,E>;<6,E>;<2,B>;<3,B>;<4,B>;<5,B>;<6,B>;<6,D>;<6,C>构件名称：KZ1[1234]本构件钢筋重：140.414Kg 构件位置：<1,D>;<1,C>构件名称：KZ3[1238]本构件钢筋重：279.13Kg 楼层名称：基础层（绘图输入）钢筋总重：17880.736Kg 构件名称：KZ2[1222]本构件钢筋重：113.935Kg箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)33 2.15 6.45 2.548构件数量：2全部纵筋插筋.1254770/3+1*max(35*d,500)+650-50+15*d 816 3.4455.04211.904全部纵筋插筋.2254770/3+650-50+15*d 816 2.56541.04158.004箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)24 2.158.6 3.397构件数量：1钢筋22-50+(500-50-50)/2+150/2+10400-50+(500-50-50)/2+150/26610.8565.1193.9980跨.侧面构造通长筋114-50+10400-50+2102210.5121.0225.434钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)5252 1.33869.57642.928钢筋10(250-2*50)+2*(11.9*d)30300.38811.647.182构件数量：1钢筋22300-50+15*d+6600+300-50+15*d667.7646.56138.7491跨.侧面构造筋11415*d+6600+15*d 227.0214.0416.988钢筋10(250-2*50)+2*(11.9*d)18180.388 6.984 4.309钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)3737 1.33849.50630.545构件数量：11跨.侧面构造通长筋11415*d+35050+15*d+6302236.172.287.362钢筋22300-50+15*d+35050+300-50+15*d6636.21217.26647.435钢筋10(250-2*50)+2*(11.9*d)94940.38836.47222.503钢筋102*((250-2*50)+(500-177177 1.338236.826146.122构件位置：<1,C+1800><6,C+1800>构件位置：<1+3450,C-1900><1+3450,D+1900>构件名称：DL2[132]本构件钢筋重：190.592Kg 构件位置：<1,C+2700><2,C+2700>构件名称：DL2[134]本构件钢筋重：903.422Kg 构件名称：KZ5[1246]本构件钢筋重：186.653Kg 构件位置：<4,D>;<4,C>构件名称：DL2[130]本构件钢筋重：269.542Kg构件数量：1钢筋22-50+(500-50-50)/2+150/2+19800-50+(500-50-50)/2+150/26620.25121.5362.070跨.侧面构造通长筋114-50+19800-50+2102219.9139.8248.182钢筋10(250-2*50)+2*(11.9*d)55550.38821.3413.167钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)9999 1.338132.46281.729构件数量：1钢筋22-50+(500-50-50)/2+150/2+19800-50+(500-50-50)/2+150/26620.25121.5362.070跨.侧面构造通长筋114-50+19800-50+2102219.9139.8248.182钢筋10(250-2*50)+2*(11.9*d)54540.38820.95212.927钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)9999 1.338132.46281.729构件数量：1钢筋22-50+(500-50-50)/2+150/2+19800-50+(500-50-50)/2+150/26620.25121.5362.070跨.侧面构造通长筋114-50+19800-50+2102219.9139.8248.182钢筋10(250-2*50)+2*(11.9*d)54540.38820.95212.927钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)9898 1.338131.12480.904构件数量：1钢筋22300-50+15*d+15550+300-50+15*d6616.71100.26298.7751跨.侧面构造通长筋11415*d+15550+15*d+2102216.1832.3639.156钢筋10(250-2*50)+2*(11.9*d)42420.38816.29610.055钢筋102*((250-2*50)+(500-8383 1.338111.05468.52构件位置：<5+2825,B><5+2825,E>构件位置：<3+3600,A><3+3600,F>构件名称：DL2[150]本构件钢筋重：504.083Kg 构件位置：<4+3325,A><4+3325,F>构件名称：DL2[152]本构件钢筋重：416.505Kg 构件名称：DL2[142]本构件钢筋重：505.148Kg 构件位置：<2+3300,A><2+3300,F>构件名称：DL2[148]本构件钢筋重：504.909Kg构件数量：1钢筋22300-50+15*d+4325+300-50+15*d 66 5.48532.9198.0721跨.侧面构造筋11415*d+4325+15*d 22 4.7459.4911.483钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)2727 1.33836.12622.291跨.拉筋110(250-2*50)+2*(11.9*d)12120.388 4.656 2.873构件数量：1钢筋22300-50+15*d+6300+300-50+15*d667.4644.76133.3851跨.侧面构造筋11415*d+6300+15*d22 6.7213.4416.262钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)3737 1.33849.50630.545钢筋10(250-2*50)+2*(11.9*d)18180.388 6.984 4.309构件数量：1钢筋22300-50+15*d+6600+300-50+15*d667.7646.56138.7491跨.侧面构造筋11415*d+6600+15*d 227.0214.0416.988钢筋10(250-2*50)+2*(11.9*d)18180.388 6.984 4.309钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)3838 1.33850.84431.371构件数量：1钢筋22300-50+15*d+3150+250-50+15*d66 4.2625.5676.1691跨.侧面构造筋11415*d+3150+15*d22 3.577.148.639钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)2121 1.33828.09817.3361跨.拉筋110(250-2*50)+2*(11.9*d)990.388 3.492 2.155构件位置：<2,D-2400><2+3300,D-2400>构件位置：<6-1900,C><6-1900,D>构件名称：DL2[186]本构件钢筋重：191.417Kg 构件位置：<4-125,D+1900><5,D+1900>构件名称：DL2[190]本构件钢筋重：104.299Kg 构件名称：DL2[154]本构件钢筋重：134.717Kg 构件位置：<6-3100,B><6-3100,C>构件名称：DL2[156]本构件钢筋重：184.502Kg构件数量：21跨.下通长筋1251500-50+15*d+26700+1500-50+15*d 4830.35242.8934.781跨.侧面构造通长筋11415*d+26700+15*d+4202427.54110.16133.2941跨.上通长筋1251500-50+26700+1500-503629.6177.6683.76钢筋102*((300-2*50)+(600-2*50))+2*(11.9*d)151302 1.638494.676305.215钢筋10(300-2*50)+2*(11.9*d)601200.43852.5632.43构件数量：21跨.下通长筋1251500-50+15*d+14100+1500-50+15*d4817.75142546.71跨.侧面构造通长筋11415*d+14100+15*d+2102414.7358.9271.2931跨.上通长筋1251500-50+14100+1500-503617102392.7钢筋102*((300-2*50)+(600-2*50))+2*(11.9*d)88176 1.638288.288177.874钢筋10(300-2*50)+2*(11.9*d)32640.43828.03217.296构件数量：11跨.下通长筋1251500-50+15*d+33600+1500-50+15*d4437.25149573.651跨.侧面构造通长筋11415*d+33600+15*d+6302234.6569.383.8531跨.上通长筋1251500-50+33600+1500-503336.5109.5421.575钢筋10(300-2*50)+2*(11.9*d)75750.43832.8520.268钢筋102*((300-2*50)+(600-2*50))+2*(11.9*d)186186 1.638304.668187.98构件数量：11跨.下通251500-50+15*d+33600+1500-4437.25149573.65构件位置：<1,C><6,C>构件位置：<6+125,B><6+125,E>;<2-125,B><2-125,E>构件名称：DL1[3384]本构件钢筋重：1287.327Kg 构件位置：<1,D><6,D>构件名称：DL1[3385]本构件钢筋重：1288.807Kg 构件名称：DL1[3380]本构件钢筋重：1044.739Kg 构件位置：<2,E+125><6,E+125>;<2,B-125><6,B-125>构件名称：DL1[3381]本构件钢筋重：602.931Kg1跨.侧面构造通长筋11415*d+33600+15*d+6302234.6569.383.8531跨.上通长筋1251500-50+33600+1500-503336.5109.5421.575钢筋102*((300-2*50)+(600-2*50))+2*(11.9*d)188188 1.638307.944190.001钢筋10(300-2*50)+2*(11.9*d)73730.43831.97419.728构件数量：3钢筋25-50+(600-50-50)/2+150/2+19800-50+(600-50-50)/2+150/272120.35427.351645.2980跨.侧面构造通长筋114-50+19800-50+2102619.91119.46144.547钢筋10(300-2*50)+2*(11.9*d)421260.43855.18834.051钢筋102*((300-2*50)+(600-2*50))+2*(11.9*d)102306 1.638501.228309.258构件数量：10跨.侧面构造通长筋114-50+10400-50+2102210.5121.0225.434钢筋25-50+(600-50-50)/2+150/2+10400-50+(600-50-50)/2+150/27710.9576.65295.103钢筋102*((300-2*50)+(600-2*50))+2*(11.9*d)5454 1.63888.45254.575钢筋10(300-2*50)+2*(11.9*d)22220.4389.636 5.945构件数量：2钢筋20300-50+15*d+6600+300-50+15*d6127.792.4228.228钢筋102*((200-2*50)+(400-2*50))+2*(11.9*d)3774 1.03876.81247.393构件数量：2钢筋20250-50+15*d+17600+300-50+15*d61218.65223.8552.786钢筋102*((200-2*50)+(400-92184 1.038190.992117.842构件位置：<2+3300,F><5,F>;<2+3300,A><5,A>构件位置：<1-125,C-1900><1-125,D+1900>构件名称：DL3[3390]本构件钢筋重：137.811Kg 构件位置：<1,D+1800><2,D+1800>;<1,C-1800><2,C-1800>构件名称：DL3[3392]本构件钢筋重：335.314Kg 构件名称：DL1[3386]本构件钢筋重：711.051Kg 构件位置：<3,A><3,F>;<4-125,A><4-125,F>;<5-125,A><5-125,F>构件名称：DL1[3389]本构件钢筋重：381.057Kg构件数量：1钢筋20300-50+15*d+2425+250-50+15*d 66 3.47520.8551.5钢筋102*((200-2*50)+(400-2*50))+2*(11.9*d)1717 1.03817.64610.888构件数量：2钢筋20250-50+15*d+2150+250-50+15*d 612 3.1537.893.366钢筋102*((200-2*50)+(400-2*50))+2*(11.9*d)1632 1.03833.21620.494构件数量：1横向面筋.12810*d+3000-2*50+10*d 88 3.4627.68133.694纵向面筋.11010*d+1500-2*50+10*d 1616 1.625.615.795横向底筋.12810*d+3000-2*50+10*d 88 3.4627.68133.694纵向底筋.11010*d+1500-2*50+10*d 1616 1.625.615.795侧面受力筋.16(3000+1500)*2-8*50+348+348229.29618.592 4.127构件数量：21钢筋1010*d+1500-2*50+10*d 16336 1.6537.6331.699横向底筋.11010*d+1500-2*50+10*d 8168 1.6268.8165.85纵向底筋.11210*d+1500-2*50+10*d 8168 1.64275.52244.662侧面受力筋.16(1500+1500)*2-8*50+348242 5.948249.81655.459构件位置：<2,E>;<3,E>;<4,E>;<5,E>;<6,E>;<1,D>;<2,D>;<3,D>;<4,D>;<5,D>;<6,D>;<1,C>;<2,C>;<4,C>;<5,C>;<6,C>;<6,B>;<5,B>;<4,B>;<3,B>;<2,B>构件位置：<2+1025,C+1800><2+1025,D-2400>;<2+2225,C+1800><2+2225,D-2400>构件名称：CT-2[93]本构件钢筋重：303.107Kg 构件位置：<3,C>构件名称：CT1[3399]本构件钢筋重：37.984Kg 构件名称：DL3[3394]本构件钢筋重：62.387Kg 构件位置：<2-1725,C><2-1725,C+2700>构件名称：DL3[3395]本构件钢筋重：56.93Kg。
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筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg 构件数量：2钢筋252550/3+500-40+15*d-((1*2.29)*d)612 1.62819.53675.214钢筋252550/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)612 2.50330.036115.639H边插筋.1202550/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.2649.05622.368H边插筋.2202550/3+500-40+15*d-((1*2.29)*d)24 1.564 6.25615.452箍筋.182*((500-2*20)+(500-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.9757.9 3.121构件数量：4钢筋252550/3+500-40+15*d-((1*2.29)*d)624 1.62839.072150.427钢筋252550/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)624 2.50360.072231.277H边插筋.1222550/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)28 2.3618.8856.262H边插筋.2222550/3+500-40+15*d-((1*2.29)*d)28 1.5912.7237.906箍筋.182*((500-2*20)+(500-2*20))+2*(11.9*d)-((3*2.29)*d)28 1.97515.8 6.241构件数量：2钢筋202700/3+500-40+15*d-((1*2.29)*d)48 1.61412.91231.893H边插筋.1182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.2198.87617.752H边插筋.2182700/3+500-40+15*d-((1*2.29)*d)24 1.589 6.35612.712钢筋202700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.31418.51245.725箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2构件位置：<3-99,E>;<33+100,E>构件名称：KZ-5（基础顶-2.415）-2[351]本构件钢筋重：81.634Kg构件位置：<3-100,H>;<33+100,H>构件位置：<2+150,B>;<34-150,B>构件名称：KZ-2（基础顶-2.415）-2[348]本构件钢筋重：120.528Kg 构件位置：<2+150,C>;<2+150,E>;<34-150,E>;<34-150,C>构件名称：KZ-4（基础顶-2.415）-2[350]本构件钢筋重：55.285Kg 楼层名称：基础层（绘图输入）钢筋总重：36482.622Kg 构件名称：KZ-1(基础顶-2.415)-2[347]本构件钢筋重：115.897Kg钢筋252700/3+500-40+15*d-((1*2.29)*d)48 1.67813.42451.682H边插筋.1182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.2198.87617.752H边插筋.2182700/3+500-40+15*d-((1*2.29)*d)24 1.589 6.35612.712钢筋252700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.55320.42478.632箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2钢筋182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.21917.75235.504钢筋182700/3+500-40+15*d-((1*2.29)*d)48 1.58912.71225.424角筋插筋.1202700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.3149.25622.862角筋插筋.2202700/3+500-40+15*d-((1*2.29)*d)24 1.614 6.45615.946箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：4钢筋202700/3+500-40+15*d-((1*2.29)*d)416 1.61425.82463.785H边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)28 2.12316.98426.835H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)28 1.56312.50419.756钢筋202700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)416 2.31437.02491.449箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)28 1.57512.6 4.977构件数量：4B边插筋.1182700/3+500-40+15*d-((1*2.29)*d)28 1.58912.71225.424构件位置：<6,B>;<17-2000,B>;<30,B>;<20,B>构件位置：<4,B>;<32,B>构件名称：KZ-7（基础顶-2.415）-2[353]本构件钢筋重：51.701Kg构件位置：<4,C>;<10,C>;<32,C>;<26,C>构件名称：KZ-8（基础顶-2.415）-2[354]本构件钢筋重：47.528Kg 构件名称：KZ-6（基础顶-2.415）-2[352]本构件钢筋重：51.113KgB边插筋.2182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)28 2.21917.75235.504H边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)28 2.12316.98426.835H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)28 1.56312.50419.756角筋插筋.1202700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)28 2.31418.51245.725角筋插筋.2202700/3+500-40+15*d-((1*2.29)*d)28 1.61412.91231.893箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)28 1.57512.6 4.977构件数量：2钢筋182700/3+500-40+15*d-((1*2.29)*d)48 1.58912.71225.424钢筋182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.21917.75235.504H边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.1238.49213.417H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)24 1.563 6.2529.878箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2钢筋182700/3+500-40+15*d-((1*2.29)*d)36 1.5899.53419.068钢筋182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)36 2.21913.31426.628角筋插筋.1202700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.3149.25622.862角筋插筋.2202700/3+500-40+15*d-((1*2.29)*d)24 1.614 6.45615.946箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2构件位置：<6,E>;<30+100,E>构件名称：KZ-11（基础顶-2.415）-2[357]本构件钢筋重：62.929Kg构件位置：<6-100,H>;<30+100,H>构件名称：KZ-9（基础顶-8.215）-2[355]本构件钢筋重：43.356Kg 构件位置：<6,C>;<30,C>构件名称：KZ-10（基础顶-8.215）-2[356]本构件钢筋重：43.497Kg钢筋202700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)36 2.31413.88434.293钢筋202700/3+500-40+15*d-((1*2.29)*d)36 1.6149.68423.919角筋插筋.1252700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.55310.21239.316角筋插筋.2252700/3+500-40+15*d-((1*2.29)*d)24 1.678 6.71225.841箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：4B边插筋.1222700/3+500-40+15*d-((1*2.29)*d)28 1.6413.1239.098B边插筋.2222700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)28 2.4119.2857.454H边插筋.1182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)28 2.21917.75235.504H边插筋.2182700/3+500-40+15*d-((1*2.29)*d)28 1.58912.71225.424角筋插筋.1252700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)28 2.55320.42478.632角筋插筋.2252700/3+500-40+15*d-((1*2.29)*d)28 1.67813.42451.682箍筋.182*((400-2*20)+(300-2*20))+2*(11.9*d)-((3*2.29)*d)28 1.37511 4.345构件数量：2B边插筋.1182700/3+500-40+15*d-((1*2.29)*d)24 1.589 6.35612.712B边插筋.2182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.2198.87617.752H边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.1238.49213.417H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)24 1.563 6.2529.878角筋插筋.1202700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.3149.25622.862构件位置：<6+100,H+1500>;<7-100,H+1499>;<29+100,H+1499>;<30-100,H+1499>构件名称：KZ-13（基础顶-2.415）-2[360]本构件钢筋重：47.528Kg构件位置：<8,B>;<28,B>构件名称：KZ-12（基础顶-2.850）-2[358]本构件钢筋重：73.035Kg角筋插筋.2202700/3+500-40+15*d-((1*2.29)*d)24 1.614 6.45615.946箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2全部纵筋插筋.1222700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)612 2.4128.9286.182全部纵筋插筋.2222700/3+500-40+15*d-((1*2.29)*d)612 1.6419.6858.646箍筋.182*((600-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.9757.9 3.121构件数量：2钢筋202700/3+500-40+15*d-((1*2.29)*d)48 1.61412.91231.893钢筋202700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.31418.51245.725H边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.1238.49213.417H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)24 1.563 6.2529.878箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2钢筋182700/3+500-40+15*d-((1*2.29)*d)510 1.58915.8931.78钢筋182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)510 2.21922.1944.38箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2B边插筋.1202700/3+500-40+15*d-((1*2.29)*d)24 1.614 6.45615.946B边插筋.2202700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.3149.25622.862构件位置：<9+100,D>;<27-100,D>构件名称：KZ-17（基础顶-2.415）-2[364]本构件钢筋重：56.434Kg 构件位置：<9+100,G>;<27-100,G>构件位置：<7+199,C>;<29-200,C>构件名称：KZ-15（基础顶-2.415）-2[362]本构件钢筋重：51.701Kg 构件位置：<7+99,G>;<29-100,G>构件名称：KZ-16（基础顶-2.415）-2[363]本构件钢筋重：39.324Kg 构件名称：KZ-14（基础顶-2.415）-2[361]本构件钢筋重：73.974KgH边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.1238.49213.417H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)24 1.563 6.2529.878角筋插筋.1222700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.419.6428.727角筋插筋.2222700/3+500-40+15*d-((1*2.29)*d)24 1.64 6.5619.549箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2钢筋182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.21917.75235.504H边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.1238.49213.417H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)24 1.563 6.2529.878钢筋182700/3+500-40+15*d-((1*2.29)*d)48 1.58912.71225.424箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2钢筋182700/3+500-40+15*d-((1*2.29)*d)48 1.58912.71225.424钢筋182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.21917.75235.504H边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.1238.49213.417H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)24 1.563 6.2529.878箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2钢筋162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)36 2.12312.73820.126构件位置：<12,C>;<24,C>构件位置：<10,B>;<26,B>构件名称：KZ-19（基础顶-2.415）-2[367]本构件钢筋重：43.356Kg构件位置：<12,B>;<24,B>构件名称：KZ-20（基础顶-8.215）-2[368]本构件钢筋重：33.948Kg 构件名称：KZ-18（基础顶-2.415）-2[365]本构件钢筋重：43.356Kg钢筋162700/3+500-40+15*d-((1*2.29)*d)36 1.5639.37814.817角筋插筋.1182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.2198.87617.752角筋插筋.2182700/3+500-40+15*d-((1*2.29)*d)24 1.589 6.35612.712箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2钢筋182700/3+500-40+15*d-((1*2.29)*d)48 1.58912.71225.424钢筋182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.21917.75235.504H边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)12 2.123 4.246 6.709H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)12 1.563 3.126 4.939箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2B边插筋.1182700/3+500-40+15*d-((1*2.29)*d)24 1.589 6.35612.712B边插筋.2182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.2198.87617.752H边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)12 2.123 4.246 6.709H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)12 1.563 3.126 4.939角筋插筋.1202700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.3149.25622.862角筋插筋.2202700/3+500-40+15*d-((1*2.29)*d)24 1.614 6.45615.946箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2构件位置：<12,G>;<24,G>构件名称：KZ-23（基础顶-2.415）-2[371]本构件钢筋重：39.772Kg构件位置：<14,B>;<22,B>构件名称：KZ-21（基础顶-2.415）-2[369]本构件钢筋重：37.532Kg 构件位置：<12,D>;<24,D>构件名称：KZ-22（基础顶-2.415）-2[370]本构件钢筋重：41.704Kg钢筋162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.12316.98426.835钢筋162700/3+500-40+15*d-((1*2.29)*d)48 1.56312.50419.756角筋插筋.1182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.2198.87617.752角筋插筋.2182700/3+500-40+15*d-((1*2.29)*d)24 1.589 6.35612.712箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2钢筋162700/3+500-40+15*d-((1*2.29)*d)48 1.56312.50419.756钢筋162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.12316.98426.835角筋插筋.1182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.2198.87617.752角筋插筋.2182700/3+500-40+15*d-((1*2.29)*d)24 1.589 6.35612.712箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2钢筋182700/3+500-40+15*d-((1*2.29)*d)48 1.58912.71225.424H边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.1238.49213.417H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)24 1.563 6.2529.878钢筋182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.21917.75235.504箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2钢筋252550/3+500-40+15*d-((1*2.29)*d)918 1.62829.304112.82构件位置：<2+125,H>;<34-150,H>构件位置：<14-100,C>;<22+100,C>构件名称：KZ-25（基础顶-2.415）-2[373]本构件钢筋重：43.356Kg构件位置：<15-100,D>;<21+100,D>构件名称：KZ-3（基础顶-2.415）-2[374]本构件钢筋重：145.618Kg 构件名称：KZ-24（基础顶-2.415）-2[372]本构件钢筋重：39.772Kg钢筋252550/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)918 2.50345.054173.458箍筋.1102*((500-2*20)+(500-2*20))+2*(11.9*d)-((3*2.29)*d)24 2.0098.036 4.958构件数量：2钢筋202700/3+500-40+15*d-((1*2.29)*d)48 1.61412.91231.893钢筋202700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.31418.51245.725H边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.1238.49213.417H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)24 1.563 6.2529.878箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2钢筋182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.21917.75235.504H边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.1238.49213.417H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)24 1.563 6.2529.878钢筋182700/3+500-40+15*d-((1*2.29)*d)48 1.58912.71225.424箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2钢筋182700/3+500-40+15*d-((1*2.29)*d)48 1.58912.71225.424H边插筋.1162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.1238.49213.417H边插筋.2162700/3+500-40+15*d-((1*2.29)*d)24 1.563 6.2529.878钢筋182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.21917.75235.504构件位置：<17-1900,C>;<20-100,C>构件名称：KZ-28（基础顶-2.415）-2[377]本构件钢筋重：43.356Kg 构件位置：<16+100,D>;<20-100,D>构件名称：KZ-26（基础顶-2.415）-2[375]本构件钢筋重：51.701Kg 构件位置：<15-100,G>;<21+100,G>构件名称：KZ-27（基础顶-5.315）-2[376]本构件钢筋重：43.356Kg箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2钢筋182700/3+500-40+15*d-((1*2.29)*d)48 1.58912.71225.424钢筋182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.21917.75235.504角筋插筋.1202700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.3149.25622.862角筋插筋.2202700/3+500-40+15*d-((1*2.29)*d)24 1.614 6.45615.946箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2B边插筋.1162700/3+500-40+15*d-((1*2.29)*d)24 1.563 6.2529.878B边插筋.2162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)24 2.1238.49213.417钢筋202700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)48 2.31418.51245.725钢筋202700/3+500-40+15*d-((1*2.29)*d)48 1.61412.91231.893箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.575 6.3 2.489构件数量：2全部纵筋插筋.1222700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)612 2.4128.9286.182全部纵筋插筋.2222700/3+500-40+15*d-((1*2.29)*d)612 1.6419.6858.646箍筋.182*((400-2*20)+(300-2*20))+2*(11.9*d)-((3*2.29)*d)24 1.375 5.5 2.173构件数量：1钢筋162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)44 2.1238.49213.417构件位置：<17+100,H+1500>;<19-100,H+1500>构件名称：KZ-32（基础顶-2.415）-2[383]本构件钢筋重：39.772Kg 构件位置：<18,B>构件位置：<16,G>;<20,G>构件名称：KZ-30（基础顶-2.415）-2[379]本构件钢筋重：51.701Kg 构件位置：<17-100,G>;<19+100,G>构件名称：KZ-31（基础顶-2.851）-2[381]本构件钢筋重：73.5Kg 构件名称：KZ-29（基础顶-2.415）-2[378]本构件钢筋重：51.113Kg钢筋162700/3+500-40+15*d-((1*2.29)*d)44 1.563 6.2529.878角筋插筋.1182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)22 2.219 4.4388.876角筋插筋.2182700/3+500-40+15*d-((1*2.29)*d)22 1.589 3.178 6.356箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)22 1.575 3.15 1.244构件数量：1钢筋182700/3+500-40+15*d-((1*2.29)*d)33 1.589 4.7679.534钢筋182700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)33 2.219 6.65713.314H边插筋.1162700/3+500-40+15*d-((1*2.29)*d)22 1.563 3.126 4.939H边插筋.2162700/3+1*max(35*d,500)+500-40+15*d-((1*2.29)*d)22 2.123 4.246 6.709箍筋.182*((400-2*20)+(400-2*20))+2*(11.9*d)-((3*2.29)*d)22 1.575 3.15 1.244构件数量：2钢筋18400-40+15*d+2350+300-40+15*d-((2*2.29)*d)612 3.42841.13682.272钢筋82*((240-2*40)+(450-2*40))+2*(11.9*d)-((3*2.29)*d)1836 1.19543.0216.993构件数量：1钢筋143800-40+12*d-40+12*d-((2*2.29)*d)1818 3.99271.85686.946钢筋1411600-40+12*d-40+12*d+728-((2*2.29)*d)202012.52250.4302.984筏板受力筋.51459400-40+12*d-40+12*d+4368-((2*2.29)*d)10610663.966779.768203.51筏板受力筋.31412700-40+12*d-40+12*d+728-((2*2.29)*d)29729713.624045.144894.619筏板受力筋.41411700+37*d-40+12*d+728-((1*2.29)*d)4413.04252.16863.123构件位置：<1+300,D-535><35-300,D-535>;<16-1339,H-199><15+1960,A+300>;<11-300,H-200><11-300,A+300>;<1+300,E-252><35-300,E-252>构件位置：<18,C>构件名称：DL[3383]本构件钢筋重：49.632Kg 构件位置：<17,G><17,H+1500>;<19,G><19,H+1500>构件名称：FB-1[3377]本构件钢筋重：32024.796Kg构件名称：KZ-33（基础顶-2.415）-2[384]本构件钢筋重：35.74Kg钢筋1415000-40+12*d-40+12*d+728-((2*2.29)*d)646415.921018.881232.845钢筋1413900-40+12*d-40+12*d+728-((2*2.29)*d)13013014.821926.62331.186钢筋1215000-40+12*d-40+12*d+624-((2*2.29)*d)767615.7771199.051064.758筏板受力筋.31212700-40+12*d-40+12*d+624-((2*2.29)*d)36236213.4774878.674332.263钢筋1213900-40+12*d-40+12*d+624-((2*2.29)*d)15615614.6772289.612033.175钢筋123800-40+12*d-40+12*d-((2*2.29)*d)2222 3.95386.96677.226钢筋1211600-40+12*d-40+12*d+624-((2*2.29)*d)242412.377297.048263.779筏板受力筋.51259400-40+12*d-40+12*d+3744-((2*2.29)*d)12712763.2978038.727138.382构件数量：1横向底筋.1144200-40-4022 4.128.249.97横向底筋.2140.9*420099 3.7834.0241.164钢筋141800-40-402222 1.7237.8445.786纵向底筋.314900+518-4022 1.378 2.756 3.335构件名称：DJ-1[3359]本构件钢筋重：100.256Kg构件位置：<18,H+1500>。