钢筋材料明细表
(图形) 钢筋明细表
构造分布筋 [B:7~9] 板底筋
[8~9:C~C]
板负筋[9:C~B]
构造分布筋 [B:9~9] 板底筋
[1~2:C~C]
板负筋[1:B~C]
板负筋[2:B~C]
构造分布筋 [C:1/3~1] 构造分布筋
[C:1~1] 板底筋 [1~2:C~C]
板负筋[1:C~D]
板负筋[2:C~D]
120 (100-20)+435+(240-25-30)+15*D+6.25*D
6
2775
150+2475+150
17 0.87 2 2.78
5.84 1.23
8
1900
((240/2))+1560+((240/2))+2*6.25*D
10 1.9
7.51
8
670 80
120 (100-20)+435+(240-25-30)+15*D+6.25*D
10
1043 150
80 (240-25-30)+15*D+795+(100-20)+6.25*D
6
1658
150+1331+150
6
1175
150+875+150
8
1900
((240/2))+1560+((240/2))+2*6.25*D
8
670 80
120 (100-20)+435+(240-25-30)+15*D+6.25*D
8
1900
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>。
钢筋抽料明细表格式模板
第
页,共
页
备注
Φ 16 Φ 16 Φ 16 Φ8 Φ 22 Φ 16 Φ 16 Φ8 Φ 16 Φ 12 Φ 16 Φ 22
1.578 1.578 1.578 0.395 2.980 1.578 1.578 0.395 1.578 0.888 1.578 2.980
另附 另附 另附 另附 另附 另附 另附 另附 另附 另附 另附 另附
32.230 31.638 8.780 8.632 8.830 2.903 3.173 3.190 2.578 2.903 2.565 2.903 2.903 2.565 1.660
31.2-0.25-0.2+（15*0.018+0.47）*2 31.2-0.5-0.25+37*0.012*2 7.8-0.5+37*0.02*2 7.5-0.2+37*0.018*2 8.1-0.25-0.5+37*0.02*2 （7.5-0.2）/3+0.74 （7.8-0.5）/3+0.74 （8.1-0.25-0.5）/3+0.74 （8.1-0.25-0.5）/4+0.74 （7.8-0.5）/3+0.74 （7.8-0.5）/4+0.74 （7.8-0.5）/3+0.74 （7.8-0.5）/3+0.74 （7.8-0.5）/4+0.74 （0.25+0.7）*2-0.03*8
21.448 21.699 0.656
2 2 52
Φ 18 Φ 18 Φ8
1.997 1.997 0.395
10.740 10.866 1.660
7.5+2.7+15*0.018*2 7.5+2.7+37*0.018 （0.25+0.7）*2-0.03*8
3#-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：4B边纵筋.1203900-800+800-304163.8761.92152.705H边纵筋.1203900-800+800-30416 3.8761.92152.705角筋.1253900-800+800-30+12*d-(1*2.08)*d416 4.11865.888253.891箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)+(4*d)-(3*1.75)*d 40160 2.14342.4135.106箍筋.282*(((550-2*30-25)/3*1+25)+(550-2*30))+2*(11.9*d)+(4*d)-(3*1.75)*d80320 1.52486.4191.926构件数量：10B边纵筋.1203900-800+800-304403.87154.8381.762H边纵筋.1203900-800+800-30440 3.87154.8381.762角筋.1223900-800+800-30440 3.87154.8461.932箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)+(4*d)-(3*1.75)*d 33330 2.14706.2278.656箍筋.282*(((550-2*30-22)/3*1+22)+(550-2*30))+2*(11.9*d)+(4*d)-(3*1.75)*d66660 1.5161000.56394.807构件数量：3B边纵筋.1203900-800+800-304123.8746.44114.528H边纵筋.1203900-800+800-30412 3.8746.44114.528角筋.1223900-800+800-30412 3.8746.44138.579箍筋.1102*((550-2*30)+(550-2*30))+2*(11.9*d)+(4*d)-(3*1.75)*d 40120 2.185262.2161.657箍筋.2102*(((550-2*30-22)/3*1+22)+(550-2*30))+2*(11.9*d)+(4*d)-(3*1.75)*d80240 1.561374.64230.981构件数量：3构件位置：<9,N>;<9,L>;<9,P>构件名称：KZ2[620]本构件钢筋重：230.521Kg 构件位置：<11,Q>;<11,J>;<7,J>;<7,Q>构件名称：KZ1[616]本构件钢筋重：189.892Kg 构件位置：<9,Q>;<11,N>;<11,M>;<11,L>;<11,P>;<11,K>;<7,K>;<7,L>;<7,M>;<7,N>构件名称：KZ4[618]本构件钢筋重：253.425Kg 楼层名称：首层（绘图输入）钢筋总重：26725.684Kg构件名称：KZ3[615]本构件钢筋重：221.583Kg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 B边纵筋.1203900-800+800-30412 3.8746.44114.528H边纵筋.1203900-800+800-30412 3.8746.44114.528角筋.1223900-800+800-30412 3.8746.44138.579箍筋.1102*((550-2*30)+(550-2*30))+2*(11.9*d)+(4*d)-(3*1.75)*d3399 2.185216.315133.367箍筋.2102*(((550-2*30-22)/3*1+22)+(550-2*30))+2*(11.9*d)+(4*d)-(3*1.75)*d66198 1.561309.078190.559构件数量：1B边纵筋.1203900-750+750-3044 3.8715.4838.176H边纵筋.1203900-750+750-3044 3.8715.4838.176角筋.1223900-750+750-30+12*d-(1*2.08)*d44 4.08816.35248.795箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)+(4*d)-(3*1.75)*d3333 2.1470.6227.866箍筋.282*(((550-2*30-22)/3*1+22)+(550-2*30))+2*(11.9*d)+(4*d)-(3*1.75)*d6666 1.516100.05639.481构件数量：10跨.上通长筋116200-25+15*d+10300+192-25-(2*2.08)*d2210.81521.6334.140跨.右支座筋116250+8350/3+1700+192-25-(1*2.08)*d11 4.867 4.8677.6820跨.右支座筋2160.75*1700+250+8350/422 3.6137.22611.4050跨.侧面构造筋11215*d+10300-25+12.5*d+180-(1*1.75)*d2210.76421.52819.1130跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1010 1.5815.8 6.234构件位置：<11+3399,P-1699><9+3399,P>构件位置：<9,M>;<9,K>;<7,P>构件名称：KZ1[625]本构件钢筋重：192.494Kg构件位置：<9,J>构件名称：LL16(1A)[682]本构件钢筋重：190.008Kg楼层名称：首层（绘图输入）钢筋总重：26725.684Kg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 0跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)660.3352.010.5241跨.下部钢筋12212*d+8350+12*d-(1*2.08)*d 338.83226.49679.0651跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d 4848 1.5875.8429.9251跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)22220.3357.37 1.92构件数量：11跨.上通长筋116250-25+15*d+6575+200-25+15*d-(2*2.08)*d 227.38814.77623.3221跨.侧面构造筋11215*d+6575+15*d+12.5*d-(1*1.75)*d 227.06414.12812.5431跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d 3131 1.5848.9819.3271跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)13130.335 4.355 1.1342跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d 88 1.5812.64 4.9882跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)550.335 1.6750.436构件数量：10跨.上通长筋120200-25+15*d+20600+240-25-(2*2.08)*d 2221.20742.414104.60跨.右支座筋120250+8300/3+1700+240-25-(1*2.08)*d11 4.89 4.8912.060跨.侧面构造筋11412*d+1700-2522 1.843 3.686 4.4540跨.下部钢筋11612*d+1700-2522 1.867 3.734 5.8940跨.箍筋182*((250-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d 1818 1.6830.2411.9320跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)10100.385 3.85 1.003构件位置：<9+3399,P+3500><7+3399,P+1700>构件名称：LL19(2B)[684]本构件钢筋重：465.589Kg 构件位置：<11-2000,Q-1699><11-2000,Q><7-2000,Q><7-2000,Q+1700>楼层名称：首层（绘图输入）钢筋总重：26725.684Kg构件名称：LL17(1A)[683]本构件钢筋重：61.75Kg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 1跨.右支座筋1258300/3+300+8300/311 5.834 5.83422.4811跨.右支座筋2258300/4+300+8300/433 4.4513.3551.4431跨.侧面构造筋11215*d+16900+15*d+12.5*d+1804417.5970.3662.4671跨.下部钢筋12012*d+8300+12*d-(1*2.08)*d228.73817.47643.0991跨.下部钢筋22512*d+8300+12*d-(1*2.08)*d118.8488.84834.0951跨.箍筋182*((200-2*25)+(700-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4949 1.7887.2234.4161跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)44440.33514.74 3.842跨.右支座筋1208300/3+250+1500+200-25+15*d-(1*2.08)*d11 4.95 4.9512.2072跨.箍筋182*((200-2*25)+(700-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d5454 1.7896.1237.9282跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)44440.33514.74 3.843跨.侧面构造筋11415*d+1500+15*d-(1*2.08)*d22 1.891 3.782 4.573跨.下部钢筋11612*d+1500+12*d-(1*2.08)*d22 1.851 3.702 5.8433跨.箍筋182*((250-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1313 1.6821.848.6183跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)880.385 3.080.802构件数量：11跨.上通长筋114200-25+15*d+2150+300-25+15*d-(2*2.08)*d22 2.962 5.9247.1591跨.下部钢筋11412*d+2150+12*d22 2.486 4.972 6.0081跨.箍筋182*((200-2*25)+(300-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d12120.9811.76 4.64楼层名称：首层（绘图输入）钢筋总重：26725.684Kg构件名称：LL14(1)[685]本构件钢筋重：17.807Kg构件位置：<9+1599,P-2400><9+1599,P>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：11跨.上通长筋114250-25+15*d+2150+250-25+15*d-(2*2.08)*d 22 2.9625.9247.1591跨.下部钢筋11412*d+2150+12*d 22 2.486 4.972 6.0081跨.箍筋182*((200-2*25)+(300-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d 12120.9811.76 4.64构件数量：41跨.上通长筋116200-25+15*d+4600+200-25+15*d-(2*2.08)*d 28 5.36342.90467.7171跨.下通长筋11412*d+4600+12*d 28 4.93639.48847.7181跨.箍筋182*((200-2*25)+(300-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d 12480.9847.0418.5612跨.箍筋182*((200-2*25)+(300-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d12480.9847.0418.561构件数量：10跨.上通长筋116200-25+15*d+20600+192-25-(2*2.08)*d 2221.11542.2366.6530跨.右支座筋116250+8300/3+1700+192-25-(1*2.08)*d 11 4.851 4.8517.6570跨.右支座筋2160.75*1700+250+8300/422 3.67.211.3640跨.侧面构造通长筋11215*d+20600-25+12.5*d+360-(1*1.75)*d 2221.24442.48837.7220跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d 1010 1.5815.8 6.2340跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)660.335 2.010.5241跨.右支座筋1168300/3+300+8300/311 5.834 5.8349.2081跨.右支座筋2168300/4+300+8300/422 4.458.914.047构件位置：<9-1600,P-2400><9-1600,P+2400>;<9+1599,M-2400><9+1599,M+2400>;<9-1600,M-2400><9-1600,M+2400>;<9+1599,K-2400><9+1599,K+2400>构件名称：LL13(2B)[688]本构件钢筋重：392.838Kg 构件位置：<11+3299,N-1699><7+3299,N+1700>楼层名称：首层（绘图输入）钢筋总重：26725.684Kg构件名称：LL15(1)[686]本构件钢筋重：17.807Kg构件位置：<9+1599,P+3500><7+1599,P-2599>构件名称：LL12(2)[687]本构件钢筋重：38.139Kg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 1跨.下部钢筋12012*d+8300+12*d118.788.7821.6531跨.下部钢筋22212*d+8300+12*d228.82817.65652.6861跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4949 1.5877.4230.5491跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)22220.3357.37 1.922跨.右支座筋1168300/3+250+1500+200-25+15*d-(1*2.08)*d11 4.899 4.8997.7322跨.右支座筋2168300/4+250+1500+200-25+15*d-(1*2.08)*d22 4.2078.41413.282跨.下部钢筋12012*d+8300+12*d118.788.7821.6532跨.下部钢筋22212*d+8300+12*d228.82817.65652.6862跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4949 1.5877.4230.5492跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)22220.3357.37 1.923跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d77 1.5811.06 4.3643跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)550.335 1.6750.436构件数量：30跨.上通长筋116192-25+20800+192-25-(2*2.08)*d2621.067126.402199.5060跨.右支座筋116250+8300/3+1700+192-25-(1*2.08)*d13 4.85114.55322.970跨.右支座筋2160.75*1700+250+8300/426 3.621.634.092 0跨.侧面构造通长筋112-25+20800-25+12.5*d+3602621.26127.56113.250跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1030 1.5847.418.703楼层名称：首层（绘图输入）钢筋总重：26725.684Kg构件名称：LL13(2B)[689]本构件钢筋重：392.68Kg 构件位置：<11+3299,M-1699><7+3299,M+1700>;<11+3299,L-1699><7+3299,L+1700>;<11+3299,K-1699><7+3299,K+1700>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kg0跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)6180.335 6.03 1.5711跨.右支座筋1168300/3+300+8300/313 5.83417.50227.6241跨.右支座筋2168300/4+300+8300/426 4.4526.742.1421跨.下部钢筋12012*d+8300+12*d138.7826.3464.9591跨.下部钢筋22212*d+8300+12*d268.82852.968158.0591跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d49147 1.58232.2691.6461跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)22660.33522.11 5.7592跨.右支座筋1168300/3+250+1700+192-25-(1*2.08)*d13 4.85114.55322.972跨.右支座筋2168300/4+250+0.75*170026 3.621.634.0922跨.下部钢筋12012*d+8300+12*d138.7826.3464.9592跨.下部钢筋22212*d+8300+12*d268.82852.968158.0592跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d49147 1.58232.2691.6462跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)22660.33522.11 5.7593跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1030 1.5847.418.7033跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)6180.335 6.03 1.571构件数量：11跨.上通长筋114200-25+15*d+2150+300-25+15*d-(2*2.08)*d22 2.962 5.9247.1591跨.下部钢筋11412*d+2150+12*d22 2.486 4.972 6.008楼层名称：首层（绘图输入）钢筋总重：26725.684Kg构件名称：LL11(1)[695]本构件钢筋重：17.807Kg构件位置：<9-1600,K-2400><9-1600,K>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kg1跨.箍筋182*((200-2*25)+(300-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d12120.9811.76 4.64构件数量：11跨.上通长筋120240-25+20800+240-25-(2*2.08)*d2221.14742.294104.3041跨.右支座筋120550+7875/3+1700+240-25-(1*2.08)*d11 5.048 5.04812.4491跨.右支座筋2200.75*1700+550+7875/422 3.7947.58818.7131跨.侧面构造筋11415*d+1700-2522 1.885 3.77 4.5561跨.下部钢筋11612*d+1700-2522 1.867 3.734 5.8941跨.箍筋182*((250-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1818 1.6830.2411.9321跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)10100.385 3.85 1.0032跨.右支座筋1257875/3+550+7875/322 5.811.644.6992跨.侧面构造筋11215*d+16300+15*d+12.5*d+1804416.9967.9660.3362跨.下部钢筋120550-25+15*d+7875+34*d-(1*2.08)*d119.3389.33823.0292跨.下部钢筋225550-25+15*d+7875+34*d-(1*2.08)*d229.57319.14673.7772跨.箍筋182*((250-2*25)+(750-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d5858 1.98114.8445.3142跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)42420.38516.17 4.2123跨.右支座筋1207875/3+550+1700+240-25-(1*2.08)*d11 5.048 5.04812.4493跨.右支座筋2207875/4+550+0.75*170022 3.7947.58818.7133跨.下部钢筋12034*d+7875+550-25+15*d-(1*2.08)*d229.33818.67646.058楼层名称：首层（绘图输入）钢筋总重：26725.684Kg构件名称：KL4(2B)[696]本构件钢筋重：643.387Kg构件位置：<11,J-1899><11,J><7,J><7,J+1900>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kg3跨.下部钢筋22534*d+7875+550-25+15*d-(1*2.08)*d229.57319.14673.7773跨.吊筋116250+2*50+2*20*d+2*1.414*(750-2*25)-(2*1.12)*d22 2.934 5.8689.2623跨.箍筋182*((250-2*25)+(750-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d5858 1.98114.8445.3143跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)42420.38516.17 4.2124跨.侧面构造筋11415*d+1700-2522 1.885 3.77 4.5564跨.下部钢筋11612*d+1700-2522 1.867 3.734 5.8944跨.箍筋182*((250-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1818 1.6830.2411.9324跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)10100.385 3.85 1.003构件数量：11跨.上通长筋116250-25+15*d+41600+250-25+15*d-(2*2.08)*d2242.46384.926134.0421跨.右支座筋1186425/3+250+6425/311 4.534 4.5349.0571跨.右支座筋2186425/4+250+6425/433 3.46210.38620.747 1跨.侧面构造通长筋11215*d+41600+15*d+12.5*d+7202242.8385.6676.051跨.下部钢筋12212*d+6425+12*d-(1*2.08)*d22 6.90713.81441.2221跨.下部钢筋22512*d+6425+12*d-(1*2.08)*d11 6.973 6.97326.871跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4545 1.5871.128.0551跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)17170.335 5.695 1.4832跨.右支座筋1166350/4+250+6350/422 3.426 6.85210.815楼层名称：首层（绘图输入）钢筋总重：26725.684Kg构件名称：LL2(6)[697]本构件钢筋重：791.259Kg构件位置：<9,J-2400><9+74,Q-2400>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 2跨.下部钢筋11612*d+6350+12*d33 6.73420.20231.8862跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4545 1.5871.128.0552跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)17170.335 5.695 1.4833跨.右支座筋1166350/3+250+6350/311 4.484 4.4847.0773跨.右支座筋2166350/4+250+6350/422 3.426 6.85210.8153跨.下部钢筋11612*d+6350+12*d33 6.73420.20231.8863跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4545 1.5871.128.0553跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)17170.335 5.695 1.4834跨.右支座筋1206350/3+250+6350/311 4.484 4.48411.0584跨.下部钢筋11612*d+6350+12*d33 6.73420.20231.8864跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4545 1.5871.128.0554跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)17170.335 5.695 1.4835跨.右支座筋1206475/3+250+6475/311 4.566 4.56611.265跨.右支座筋2206475/4+250+6475/422 3.488 6.97617.2045跨.右支座筋3206475/5+250+6475/522 2.84 5.6814.0085跨.下部钢筋11612*d+6350+12*d33 6.73420.20231.8865跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4545 1.5871.128.055楼层名称：首层（绘图输入）钢筋总重：26725.684Kg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kg5跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)17170.335 5.695 1.4836跨.下部钢筋12012*d+6475+12*d33 6.95520.86551.4566跨.下部钢筋22012*d+6475+12*d22 6.95513.9134.3046跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4545 1.5871.128.0556跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)17170.335 5.695 1.4837跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1616 1.5825.289.9757跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)660.335 2.010.524构件数量：10跨.上通长筋120240-25+20800+240-25-(2*2.08)*d2221.14742.294104.3040跨.右支座筋122550+7875/3+1700+264-25-(1*2.08)*d11 5.068 5.06815.1230跨.右支座筋2220.75*1700+550+7875/422 3.7947.58822.6430跨.侧面构造筋11415*d+1700-2522 1.885 3.77 4.5560跨.箍筋182*((250-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1616 1.6826.8810.6060跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)770.385 2.6950.7021跨.右支座筋1257875/3+550+7875/322 5.811.644.6991跨.右支座筋2257875/4+550+7875/422 4.4888.97634.5881跨.侧面构造筋11215*d+16300+15*d+12.5*d+1804416.9967.9660.3361跨.侧面构造筋21215*d+7875+15*d+12.5*d228.38516.7714.889构件名称：KL7(2B)[698]本构件钢筋重：740.624Kg构件位置：<11,M-1699><11,M><7,M><7,M+1700>楼层名称：首层（绘图输入）钢筋总重：26725.684Kg第1页 共71页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kg1跨.下部钢筋120550-25+15*d+7875+34*d-(1*2.08)*d339.33828.01469.0871跨.下部钢筋220550-25+15*d+7875+34*d-(1*2.08)*d229.33818.67646.0581跨.吊筋116200+2*50+2*20*d+2*1.414*(800-2*25)-(2*1.12)*d22 3.025 6.059.5491跨.箍筋182*((250-2*25)+(800-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d6868 2.08141.4455.811跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)81810.38531.1858.1232跨.右支座筋1227875/3+550+1700+264-25-(1*2.08)*d11 5.068 5.06815.1232跨.右支座筋2227875/4+550+0.75*170022 3.7947.58822.6432跨.下部钢筋12034*d+7875+550-25+15*d-(1*2.08)*d339.33828.01469.0872跨.下部钢筋22034*d+7875+550-25+15*d-(1*2.08)*d229.33818.67646.0582跨.吊筋116200+2*50+2*20*d+2*1.414*(800-2*25)-(2*1.12)*d22 3.025 6.059.5492跨.箍筋182*((250-2*25)+(800-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d6868 2.08141.4455.812跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)54540.38520.79 5.4163跨.侧面构造筋11415*d+1700-2522 1.885 3.77 4.5563跨.箍筋182*((250-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1616 1.6826.8810.6063跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)770.385 2.6950.702构件数量：10跨.上通长筋116200-25+15*d+7900+192-25-(2*2.08)*d228.41516.8326.5630跨.右支座筋116250+5950/3+1700+192-25-(1*2.08)*d11 4.067 4.067 6.419构件名称：LL9(1A)[699]本构件钢筋重：124.983Kg构件位置：<11+3299,J-1699><9+3299,J-2400>楼层名称：首层（绘图输入）钢筋总重：26725.684Kg第1页 共71页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 0跨.右支座筋2160.75*1700+250+5950/422 3.012 6.0249.5080跨.侧面构造筋11215*d+7900-25+12.5*d-(1*1.75)*d228.18416.36814.5320跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1010 1.5815.8 6.2340跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)660.335 2.010.5241跨.下部钢筋11812*d+5950+12*d-(1*2.08)*d22 6.34512.6925.3491跨.下部钢筋22012*d+5950+12*d-(1*2.08)*d11 6.388 6.38815.7541跨.箍筋182*((200-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d3030 1.5847.418.7031跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)16160.335 5.36 1.396构件数量：10跨.上通长筋122264-25+20800+264-25-(2*2.08)*d2221.18642.372126.440跨.右支座筋122550+7875/3+1700+264-25-(1*2.08)*d11 5.068 5.06815.1230跨.右支座筋2220.75*1700+550+7875/422 3.7947.58822.6430跨.侧面构造筋11415*d+1700-2522 1.885 3.77 4.5560跨.箍筋182*((250-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1818 1.6830.2411.9320跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)10100.385 3.85 1.0031跨.右支座筋1257875/3+550+7875/322 5.811.644.6991跨.右支座筋2257875/4+550+7875/422 4.4888.97634.5881跨.侧面构造筋11215*d+16300+15*d+12.5*d+1804416.9967.9660.336构件名称：KL5(2B)[700]本构件钢筋重：826.793Kg构件位置：<11,K-1699><11,K><7,K><7,K+1700>楼层名称：首层（绘图输入）钢筋总重：26725.684Kg第1页 共71页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kg1跨.下部钢筋122550-25+15*d+7875+34*d-(1*2.08)*d339.43228.29684.4371跨.下部钢筋222550-25+15*d+7875+34*d-(1*2.08)*d229.43218.86456.2911跨.吊筋116200+2*50+2*20*d+2*1.414*(800-2*25)-(2*1.12)*d22 3.025 6.059.5491跨.箍筋182*((250-2*25)+(800-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d8585 2.08176.869.7631跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)80800.38530.88.0232跨.右支座筋1227875/3+550+1700+264-25-(1*2.08)*d11 5.068 5.06815.1232跨.右支座筋2227875/4+550+0.75*170022 3.7947.58822.6432跨.下部钢筋12234*d+7875+550-25+15*d-(1*2.08)*d339.43228.29684.4372跨.下部钢筋22234*d+7875+550-25+15*d-(1*2.08)*d229.43218.86456.2912跨.吊筋116250+2*50+2*20*d+2*1.414*(800-2*25)-(2*1.12)*d22 3.075 6.159.7072跨.箍筋182*((250-2*25)+(800-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d8080 2.08166.465.6592跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)54540.38520.79 5.4163跨.侧面受扭筋11434*d+1700-2522 2.151 4.302 5.1993跨.箍筋182*((250-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1818 1.6830.2411.9323跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)10100.385 3.85 1.003构件数量：20跨.上通长筋120240-25+20800+240-25-(2*2.08)*d2421.14784.588208.6080跨.右支座筋122550+7875/3+1700+264-25-(1*2.08)*d12 5.06810.13630.246构件名称：KL6(2B)[701]本构件钢筋重：732.604Kg 构件位置：<11,L-1699><11,L><7,L><7,L+1700>;<11,N-1699><11,N><7,N><7,N+1700>楼层名称：首层（绘图输入）钢筋总重：26725.684Kg第1页 共71页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 0跨.右支座筋2220.75*1700+550+7875/424 3.79415.17645.286 0跨.侧面构造通长筋112-25+20800-25+12.5*d+3604821.26170.081510跨.侧面构造筋21215*d+10125-25+12.5*d+1802410.6142.4437.6790跨.箍筋182*((250-2*25)+(800-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1734 2.0870.7227.9050跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)21420.38516.17 4.2121跨.右支座筋1207875/3+550+7875/324 5.823.257.2151跨.右支座筋2207875/4+550+7875/424 4.48817.95244.2731跨.下部钢筋12034*d+7875+34*d369.23555.41136.651跨.下部钢筋22034*d+7875+34*d249.23536.9491.11跨.吊筋116200+2*50+2*20*d+2*1.414*(800-2*25)-(2*1.12)*d24 3.02512.119.0981跨.箍筋182*((250-2*25)+(800-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d68136 2.08282.88111.621跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)811620.38562.3716.2472跨.右支座筋1227875/3+550+1700+264-25-(1*2.08)*d12 5.06810.13630.2462跨.右支座筋2227875/4+550+0.75*170024 3.79415.17645.2862跨.下部钢筋12034*d+7875+34*d369.23555.41136.652跨.下部钢筋22034*d+7875+34*d249.23536.9491.12跨.吊筋116200+2*50+2*20*d+2*1.414*(800-2*25)-(2*1.12)*d24 3.02512.119.098楼层名称：首层（绘图输入）钢筋总重：26725.684Kg第1页 共71页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kg2跨.箍筋182*((250-2*25)+(800-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d68136 2.08282.88111.622跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)541080.38541.5810.8313跨.侧面构造筋11215*d+1700-25+12.5*d24 2.0058.027.123跨.箍筋182*((250-2*25)+(800-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1734 2.0870.7227.9053跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)21420.38516.17 4.212构件数量：11跨.上通长筋120550-25+15*d+41525+240-25-(2*2.08)*d2242.48284.964209.5351跨.左支座筋118550-25+15*d+5975/3-(1*2.08)*d11 2.75 2.75 5.4931跨.左支座筋218550-25+15*d+5975/4-(1*2.08)*d22 2.252 4.5048.9971跨.右支座筋1206050/3+550+6050/311 4.584 4.58411.3051跨.右支座筋2186050/4+550+6050/422 3.5767.15214.287 1跨.侧面构造通长筋11215*d+41525-25+12.5*d+7204442.55170.2151.1071跨.下部钢筋122550-25+15*d+5975+34*d-(1*2.08)*d447.53230.12889.9041跨.吊筋116200+2*50+2*20*d+2*1.414*(700-2*25)-(2*1.12)*d22 2.742 5.4848.6561跨.箍筋182*((250-2*25)+(700-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4747 1.8888.3634.8661跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)32320.38512.32 3.2092跨.右支座筋1186050/3+550+6050/311 4.584 4.5849.1572跨.右支座筋2186050/4+550+6050/422 3.5767.15214.287构件位置：<11,J><11,P><11+74,Q>楼层名称：首层（绘图输入）钢筋总重：26725.684Kg 构件名称：KL1(6)[702]本构件钢筋重：1605.738Kg第1页 共71页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 2跨.下部钢筋12234*d+6050+34*d447.54630.18490.0712跨.吊筋116200+2*50+2*20*d+2*1.414*(700-2*25)-(2*1.12)*d22 2.742 5.4848.6562跨.箍筋182*((250-2*25)+(700-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4747 1.8888.3634.8662跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)32320.38512.32 3.2093跨.右支座筋1186050/3+550+6050/311 4.584 4.5849.1573跨.右支座筋2186050/4+550+6050/422 3.5767.15214.2873跨.下部钢筋12234*d+6050+34*d447.54630.18490.0713跨.吊筋116200+2*50+2*20*d+2*1.414*(700-2*25)-(2*1.12)*d22 2.742 5.4848.6563跨.箍筋182*((250-2*25)+(700-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4747 1.8888.3634.8663跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)32320.38512.32 3.2094跨.右支座筋1186050/3+550+6050/311 4.584 4.5849.1574跨.右支座筋2186050/4+550+6050/422 3.5767.15214.2874跨.下部钢筋12234*d+6050+34*d447.54630.18490.0714跨.吊筋116200+2*50+2*20*d+2*1.414*(700-2*25)-(2*1.12)*d22 2.742 5.4848.6564跨.箍筋182*((250-2*25)+(700-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4747 1.8888.3634.8664跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)32320.38512.32 3.2095跨.右支座筋1256050/3+550+8600+300-25-(1*2.08)*d1111.3911.3943.89楼层名称：首层（绘图输入）钢筋总重：26725.684Kg第1页 共71页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 5跨.右支座筋2256050/4+550+0.75*8600338.51325.53998.4115跨.下部钢筋12034*d+6050+34*d227.4114.8236.5485跨.下部钢筋22234*d+6050+34*d227.54615.09245.0355跨.吊筋116200+2*50+2*20*d+2*1.414*(700-2*25)-(2*1.12)*d22 2.742 5.4848.6565跨.箍筋182*((250-2*25)+(700-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d4747 1.8888.3634.8665跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)32320.38512.32 3.2096跨.右支座筋1208600/3+240-25-(1*2.08)*d11 3.04 3.047.4976跨.右支座筋2208600/4+0.75*8600338.625.863.6276跨.下部钢筋12512*d+8600-25338.87526.625102.5966跨.下部钢筋22512*d+8600-25228.87517.7568.3976跨.吊筋116250+2*50+2*20*d+2*1.414*(800-2*25)-(2*1.12)*d22 3.075 6.159.7076跨.吊筋216250+2*50+2*20*d+2*1.414*(800-2*25)-(2*1.12)*d22 3.075 6.159.7076跨.箍筋182*((250-2*25)+(800-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d6262 2.08128.9650.8866跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)46460.38517.71 4.613构件数量：10跨.上通长筋122264-25+20600+264-25-(2*2.08)*d2220.98641.972125.2470跨.右支座筋122550+7875/3+1700+264-25-(1*2.08)*d11 5.068 5.06815.1230跨.右支座筋2220.75*1700+550+7875/422 3.7947.58822.643楼层名称：首层（绘图输入）钢筋总重：26725.684Kg构件名称：KL8(2B)[704]本构件钢筋重：912.685Kg构件位置：<11,P-1699><11,P><7,P><7,P+1700>第1页 共71页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 0跨.侧面构造筋11415*d+1700-2522 1.885 3.77 4.5560跨.箍筋182*((250-2*25)+(600-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d1818 1.6830.2411.9320跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)10100.385 3.85 1.0031跨.右支座筋1257875/3+550+7875/322 5.811.644.6991跨.右支座筋2257875/4+550+7875/433 4.48813.46451.8821跨.侧面构造筋11215*d+16300+15*d+12.5*d+1804416.9967.9660.3361跨.下部钢筋125550-25+15*d+7875+34*d-(1*2.08)*d449.57338.292147.5531跨.吊筋116200+2*50+2*20*d+2*1.414*(800-2*25)-(2*1.12)*d22 3.025 6.059.5491跨.箍筋182*((250-2*25)+(800-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d8585 2.08176.869.7631跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)80800.38530.88.0232跨.右支座筋1227875/3+550+1500+264-25-(1*2.08)*d22 4.8689.73629.0532跨.右支座筋2227875/4+550+0.75*150022 3.6447.28821.7482跨.下部钢筋12234*d+7875+550-25+15*d-(1*2.08)*d449.43237.728112.5822跨.下部钢筋22534*d+7875+550-25+15*d-(1*2.08)*d229.57319.14673.7772跨.箍筋182*((250-2*25)+(800-2*25))+2*(11.9*d)+(4*d)-(3*1.75)*d9797 2.08201.7679.6122跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)80800.38530.88.0233跨.侧面构造筋11415*d+1500-2522 1.685 3.37 4.072楼层名称：首层（绘图输入）钢筋总重：26725.684Kg第1页 共71页。
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。
（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。
预制场T梁钢筋用料明细表
备注 顶板2+1+2和1+3+1，每个截面每种8根 号图） 顶板梳子筋（ 号图） 简支端顶板2及齿板3*2（ 号图） 简支端顶板（ 号图） 底部站筋（ 号图） 顶板两个端头各3根2*3（ 号图） 两端变形段站筋2*17（ 号图） 简支端顶板4a、4b、6c绑一起（ 号图） 两端变形段箍子筋2*7（ 号图） 两端变形段箍子筋2*7（ 号图） 两端变形段站筋2*3（ 号图） 两端变形段纵向钢筋8*2*2（ 号图） 中间段纵向钢筋8*2（ 号图） 两个端头中间纵向钢筋（ 号图） 底板纵向钢筋2*2（ 号图） 底板中间段纵向钢筋2*1（ 号图） 底板中间段纵向钢筋2*1（ 号图） 底板两个端头纵向钢筋2*2（ 号图） 底板中间段箍筋（ 号图） 底板两端箍筋20*2（ 号图） 两端底板交叉箍29*2（ 号图） 变形段底板交叉箍17*2（ 号图） 中间段拉钩（ 号图） 两端变形段拉钩11*2（ 号图） 两端拉钩11*2（ 号图） 齿板位置纵向钢筋12*2（ 号图） 简支端端隔板箍筋3*2（ 号图） 简支端端隔板横向钢筋（ 号图） 简支端端隔板横向钢筋（ 号图） 齿板位置2*4（ 号图） 齿板位置10*2（ 号图） 齿板位置20*2（ 号图） 齿板位置6*4（ 号图） 横隔板18*3（ 号图） 横隔板18*3（ 号图） 横隔板横向16*3（ 号图） 横隔板横向4*3（ 号图） 连续端底部横向（ 号图） 横隔板箍筋3*3（ 号图） 简支端预埋3*2（RFI 2017.1.10及 号图） 简支端预埋3*2（ 号图） 57+11+12+11+57 （
14+13+14
简支端端头（RFI 2017.1.11）
简支端封锚钢筋（ 号图）
简支端头U型筋（ 号图） 连续端2*4+11简支端2*5+10箍筋（ 号图） 简支端纵向钢筋（ 号图） 两个端头底部U型筋钢筋（ 号图） 简支端底部封锚（ 号图） 两端锚垫板位置U型筋12*4( 号图） 连续端端头U型筋（ 号图） 连续端底部连接筋（ 号图） 连续端顶部连接筋（ 号图） 连续端端头U型筋（ 号图） 连续端波纹管两侧竖筋2*3*1（ 号图） 两个端头左右侧竖筋2*2*2（ 号图） 波纹管两侧竖筋12*3*2（ 号图） 齿板位置封锚5*4（ 号图） 简支端底部U型筋（RFI 2017.1.10） 52+55+9+10+9+63 52+55+9+10+9+63 57+11+12+11+57
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 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SLJ-1.25121269-15-1511 1.239 1.239 1.1 SLJ-1.26121265-15-1511 1.235 1.235 1.096 SLJ-1.27121261-15-1511 1.231 1.231 1.093 SLJ-1.28121257-15-1511 1.227 1.227 1.089 SLJ-1.29121253-15-1511 1.223 1.223 1.086 SLJ-1.30121249-15-1511 1.219 1.219 1.082 SLJ-1.31121245-15-1511 1.215 1.215 1.079SLJ-1.32121175-15+200-2*15-15+200-2*151111 1.48516.33514.503SLJ-1.33121241-15-1511 1.211 1.211 1.075 SLJ-1.34121237-15-1511 1.207 1.207 1.072 SLJ-1.35121233-15-1511 1.203 1.203 1.068 SLJ-1.36121229-15-1511 1.199 1.199 1.064SLJ-1.37121225-15-1511 1.195 1.195 1.061 SLJ-1.38121221-15-1511 1.191 1.191 1.057 SLJ-1.39121217-15-1511 1.187 1.187 1.054 SLJ-1.40121213-15-1511 1.183 1.183 1.05 SLJ-1.41121209-15-1511 1.179 1.179 1.047 SLJ-1.42121205-15-1511 1.175 1.175 1.043SLJ-1.431213826-15-15+200-2*15+4681114.43414.43412.815SLJ-1.44126050-15+200-2*15-15+200-2*1533 6.3619.0816.94SLJ-1.45127898-15+200-2*15-15+468118.5068.5067.552SLJ-1.461213822-15-15+200-2*15+4681114.4314.4312.811SLJ-1.47127880-15+200-2*15-15+468118.4888.4887.536SLJ-1.481213818-15-15+200-2*15+4681114.42614.42612.808SLJ-1.49127861-15+200-2*15-15+468118.4698.4697.519SLJ-1.501232964-15-15+200-2*15+18721134.97634.97631.052SLJ-1.51128250-15+200-2*15-15+200-2*15+468999.02881.25272.137SLJ-1.52127842-15+200-2*15-15117.9827.9827.087SLJ-1.531232960-15-15+200-2*15+18721134.97234.97231.049SLJ-1.54127824-15+200-2*15-15117.9647.9647.071SLJ-1.551232956-15-15+200-2*15+18721134.96834.96831.045SLJ-1.56127805-15+200-2*15-15117.9457.9457.054SLJ-1.571231200+max(250/2,5*d)-15+200-2*15+1872111133.352366.872325.715SLJ-1.58127787-15+200-2*15-15117.9277.9277.038 SLJ-1.59127768-15+200-2*15-15117.9087.9087.021 SLJ-1.60127749-15+200-2*15-15117.8897.8897.004 SLJ-1.61127731-15+200-2*15-15117.8717.871 6.988 SLJ-1.62127712-15+200-2*15-15117.8527.852 6.971SLJ-1.631214090-15+200-2*15-15+4681114.69814.69813.049SLJ-1.641214200-15+200-2*15-15+200-2*15+468141414.978209.692186.168SLJ-1.651218250-15+200-2*15-15+9361119.32619.32617.158SLJ-1.661218125-15+200-2*15+max(250/2,5*d)+936111119.341212.751188.884SLJ-1.671233074-15-15+200-2*15+18721135.08635.08631.15SLJ-1.681233073-15-15+200-2*15+18721135.08535.08531.149SLJ-1.691233072-15-15+200-2*15+18721135.08435.08431.148SLJ-1.701233071-15-15+200-2*15+18721135.08335.08331.147SLJ-1.711233070-15-15+200-2*15+18721135.08235.08231.146SLJ-1.721233069-15-15+200-2*15+18721135.08135.08131.146SLJ-1.731233068-15-15+200-2*15+18721135.0835.0831.145SLJ-1.741233067-15-15+200-2*15+18722235.07970.15862.288SLJ-1.751219500-15+200-2*15-15+9362220.57641.15236.535SLJ-1.761233066-15-15+200-2*15+18721135.07835.07831.143SLJ-1.771236300-15+200-2*15-15+1872525238.3121992.221768.732SLJ-1.781233065-15-15+200-2*15+18721135.07735.07731.142SLJ-1.791213914-15-15+200-2*15+4681114.52214.52212.893SLJ-1.801234100-15+200-2*15-15+18726636.112216.672192.365SLJ-1.811213913-15-15+200-2*15+4681114.52114.52112.892SLJ-1.821213912-15-15+200-2*15+4681114.5214.5212.891SLJ-1.83121286-15-15+200-2*1511 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。
基础层钢筋明细表
(基础内竖向长度+上部离板高度+上部搭接长度)+(基础内 弯折长度)
1642
2
2
(200+1250+2*0+560)+(192)+(0*0*16)+(0)-(0)
(基础内竖向长度+上部离板高度+2*上部搭接长度+上部搭 接错开距离)+(基础内弯折长度)
2202
2
2.188
箍筋 0.864
3.284 4.404
插筋 基础层 5.456
插筋 基础层 7.224
3
(256)*2+(196)*2+(0*350)+(23.8*8)-(0)
1094 构件信息：0层(基础层)\柱\KZ6_6-5/D
个数：2 构件单质(kg)：12.73 构件总质(kg)：25.46
1
(200+1183+0)+(192)+(0*0*16)+(0)-(0)
中文描述
(基础内竖向长度+上部离板高度+上部搭接长度)+(基础内 弯折长度)
总根 数
4
总长(m) 总重(kg) 备注
插筋 基础层
6.3
9.94
(基础内竖向长度+上部离板高度+2*上部搭接长度+上部搭 接错开距离)+(基础内弯折长度) 4
插筋 基础层 8.54 13.476
3
(356)*2+(196)*2+(0*350)+(23.8*8)-(0)
1575
2
(基础内竖向长度+上部离板高度+上部搭接长度)+(基础内 弯折长度) 4
钢筋明细例表
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：10全部纵筋.1123350-2900/3-450-max(2900/6,900,500)880 1.03382.6473.369全部纵筋.2123350-2900/3-450+1.2*29*d 660 2.351141.06125.236全部纵筋插筋.1122900/3+41*d+250-(1*2.08)*d 14140 1.684235.76209.312箍筋.18PI*(840+2*d)+2*11.9*d+2*d+max(23*d,300)-(1* PI)*d 220 3.1763.425.017构件数量：2全部纵筋插筋.1225395/3+max(12*d,150)-(1*2.08)*d1632 2.01664.512192.507构件数量：11跨.上通长筋114400-25+15*d+7000+400-25+15*d-(2*2.08)*d 228.11216.22419.6051跨.侧面构造筋11215*d+7000+15*d 227.3614.7213.0691跨.下部钢筋114400-25+15*d+7000+400-25+15*d-(2*2.08)*d 228.11216.22419.6051跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 4747 1.38965.28314.491跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)24240.3859.24 2.051构件数量：21跨.上通长筋114400-25+15*d+5000+400-25+15*d-(2*2.08)*d 24 6.11224.44829.5431跨.侧面构造筋11215*d+5000+15*d 24 5.3621.4419.0351跨.下部钢筋114400-25+15*d+5000+400-25+15*d-(2*2.08)*d 24 6.11224.44829.5431跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d3468 1.38994.45220.964构件位置：<1,C><1,E>构件名称：KL-12[715]本构件钢筋重：51.081Kg构件位置：<1,B><1,C>;<8,B><8,C>构件位置：<1,E>;<3,E>;<6,E>;<8,E>;<8,C>;<6,C>;<3,C>;<1,C>;<1,B>;<8,B>构件名称：KZ-4[763]本构件钢筋重：96.254Kg构件位置：<6+300,A>;<3+300,A>构件名称：KL-12[714]本构件钢筋重：68.82Kg楼层名称：基础层（绘图输入）钢筋总重：1809.249Kg构件名称：KZ-3[746]本构件钢筋重：43.293Kg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 1跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)18360.38513.863.076构件数量：11跨.上通长筋114350-25+15*d+3250+350-25+15*d-(2*2.08)*d 22 4.2628.52410.3011跨.侧面构造筋11215*d+3250+15*d 22 3.617.22 6.411跨.下部钢筋114350-25+15*d+3250+350-25+15*d-(2*2.08)*d 22 4.2628.52410.3011跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 2222 1.38930.558 6.7821跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)12120.385 4.62 1.025构件数量：11跨.上通长筋114350-25+15*d+3425+168-25-(2*2.08)*d22 4.0458.099.7761跨.侧面构造筋11215*d+3425-2522 3.587.16 6.3571跨.下部钢筋11412*d+3425-2522 3.5687.1368.6231跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 2424 1.38933.3367.3991跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)13130.385 5.005 1.111构件数量：11跨.上通长筋114450-25+15*d+675+168-25-(2*2.08)*d22 1.395 2.79 3.3711跨.侧面构造筋11215*d+675-25220.83 1.66 1.4741跨.下部钢筋11412*d+675-25220.818 1.636 1.9771跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d55 1.389 6.945 1.541构件位置：<2,B><3,B>构件名称：KL-12[718]本构件钢筋重：8.62Kg构件位置：<3,A><3,B>楼层名称：基础层（绘图输入）钢筋总重：1809.249Kg构件名称：KL-12[716]本构件钢筋重：34.819Kg构件位置：<1,B><2,B>构件名称：KL-12[717]本构件钢筋重：33.266Kg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 1跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)330.3851.1550.256构件数量：11跨.上通长筋114450-25+15*d+10350+450-25+15*d+532-(2*2.08)*d2212.09424.18829.2291跨.侧面构造筋11215*d+10350+15*d+1802210.8921.7819.3371跨.下部钢筋114450-25+15*d+10350+450-25+15*d+532-(2*2.08)*d2212.09424.18829.2291跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 7070 1.38997.2321.5811跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)36360.38513.86 3.076构件数量：10跨.上通长筋114350-25+15*d+3425+168-25-(2*2.08)*d22 4.0458.099.7760跨.侧面构造筋11215*d+3425-2522 3.587.16 6.3570跨.下部钢筋11412*d+3425-2522 3.5687.1368.6230跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 2424 1.38933.3367.3990跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)13130.385 5.005 1.111构件数量：10跨.上通长筋1140.5*900+5*d+3150+168-25-(1*2.08)*d22 3.7847.5689.1450跨.侧面构造筋11215*d+3150-2522 3.305 6.61 5.8680跨.下部钢筋11412*d+3150-2522 3.293 6.5867.9590跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d2222 1.38930.558 6.782构件位置：<6,B><7,B>构件名称：KL-12[722]本构件钢筋重：30.78Kg构件位置：<7,B><8,B>楼层名称：基础层（绘图输入）钢筋总重：1809.249Kg构件名称：KL-12[719]本构件钢筋重：102.452Kg构件位置：<3,A><6,A>构件名称：KL-12[721]本构件钢筋重：33.266Kg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kg0跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)12120.385 4.62 1.025构件数量：11跨.上通长筋114400-25+15*d+6800+400-25+15*d-(2*2.08)*d227.91215.82419.1221跨.侧面构造筋11215*d+6800+15*d227.1614.3212.7141跨.下部钢筋114400-25+15*d+6800+400-25+15*d-(2*2.08)*d227.91215.82419.1221跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d4646 1.38963.89414.1821跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)24240.3859.24 2.051构件数量：21跨.上通长筋114350-25+15*d+24850+350-25+15*d+1064-(2*2.08)*d2426.926107.704130.1511跨.侧面构造通长筋11215*d+24850+15*d+3602425.57102.2890.8061跨.下通长筋114350-25+15*d+24850+350-25+15*d+1064-(2*2.08)*d2426.926107.704130.1511跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d2244 1.38961.11613.5651跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)12240.3859.24 2.0512跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d2244 1.38961.11613.5652跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)12240.3859.24 2.0513跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d2244 1.38961.11613.5653跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)12240.3859.24 2.0514跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d2244 1.38961.11613.565构件位置：<1,E><8,E>;<1,C><8,C>楼层名称：基础层（绘图输入）钢筋总重：1809.249Kg构件名称：KL-12[724]本构件钢筋重：67.19Kg构件位置：<8,C><8,E>构件名称：KL-12[725]本构件钢筋重：230.21Kg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 4跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)12240.3859.242.0515跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 2244 1.38961.11613.5655跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)12240.3859.24 2.0516跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 2244 1.38961.11613.5656跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)12240.3859.24 2.0517跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 2244 1.38961.11613.5657跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)12240.3859.24 2.051构件数量：10跨.上通长筋114400-25+15*d+12400+168-25+532-(2*2.08)*d 2213.60227.20432.8740跨.侧面构造筋11215*d+12400-25+1802212.73525.4722.6130跨.下通长筋114400-25+15*d+12400-25+532-(1*2.08)*d 2213.46326.92632.5380跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 3636 1.38950.00411.0990跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)19190.3857.315 1.6241跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 4646 1.38963.89414.1821跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)24240.3859.24 2.051构件数量：10跨.上通长筋114400-25+15*d+13300+168-25+532-(2*2.08)*d 2214.50229.00435.0490跨.侧面构造筋11215*d+13300-25+1802213.63527.2724.211构件位置：<3,B><3,E>构件名称：KL-12[731]本构件钢筋重：125.033Kg构件位置：<6,A><6,E>楼层名称：基础层（绘图输入）钢筋总重：1809.249Kg构件名称：KL-12[729]本构件钢筋重：116.979Kg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kg0跨.下通长筋114400-25+15*d+13300-25+532-(1*2.08)*d2214.36328.72634.7130跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d4242 1.38958.33812.9480跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)22220.3858.47 1.881跨.箍筋162*((250-2*25)+(450-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d4646 1.38963.89414.1821跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)24240.3859.24 2.051楼层名称：基础层（绘图输入）钢筋总重：1809.249Kg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：10全部纵筋.1143600-3100/3+max(2800/6,400,500)+41*14880 3.641291.28351.988箍筋.182*((350-2*30)+(400-2*30))+2*(11.9*d)+(8*d)-(3*1.75)*d 30300 1.472441.6174.249箍筋.28(400-2*30)+2*(11.9*d)+(2*d)303000.546163.864.633箍筋.38(350-2*30)+2*(11.9*d)+(2*d)303000.496148.858.714构件数量：10全部纵筋.1143600-3100/3+max(2800/6,400,500)+41*14880 3.641291.28351.988全部纵筋插筋.1143100/3+41*d+450-25+max(6*d,150)-(1*2.08)*d 880 2.153172.24208.138箍筋.182*((350-2*30)+(400-2*30))+2*(11.9*d)+(8*d)-(3*1.75)*d 45450 1.472662.4261.374箍筋.28(400-2*30)+2*(11.9*d)+(2*d)434300.546234.7892.641箍筋.38(350-2*30)+2*(11.9*d)+(2*d)434300.496213.2884.157构件数量：2B边纵筋.1146195-5395/3+max(2500/6,450,500)+41*1424 5.47121.88426.445H边纵筋.1186195-5395/3+max(2500/6,450,500)24 4.89719.58839.129角筋.1186195-5395/3+max(2500/6,450,500)48 4.89739.17678.258箍筋.1102*((450-2*30)+(450-2*30))+2*(11.9*d)+(8*d)-(3*1.75)*d 57114 1.825208.05128.271箍筋.210(450-2*30)+2*(11.9*d)+(2*d)1142280.648147.74491.09构件数量：2构件名称：KZ-2[634]本构件钢筋重：181.596Kg构件位置：<3,A>;<6,A>构件名称：KL-1[318]本构件钢筋重：21.792Kg构件位置：<1,B><2,B>;<7,B><8,B>构件名称：KZ-1[614]本构件钢筋重：64.958Kg构件位置：<1,E>;<3,E>;<6,E>;<8,E>;<1,C>;<3,C>;<6,C>;<8,C>;<8,B>;<1,B>构件名称：KZ-1[615]本构件钢筋重：99.83Kg构件位置：<2,E>;<4,E>;<5,E>;<7,E>;<2,C>;<4,C>;<5,C>;<7,C>;<2,B>;<7,B>楼层名称：一层（绘图输入）钢筋总重：4378.416Kg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 1跨.上通长筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d 244.1316.5214.6671跨.下部钢筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d 24 4.1316.5214.6671跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d2754 1.18964.20614.251构件数量：21跨.上通长筋112350-25+15*d+3325+200-25+15*d-(2*2.29)*d 24 4.1316.5214.6671跨.下部钢筋112350-25+15*d+3325+200-25+15*d-(2*2.29)*d 24 4.1316.5214.6671跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 2856 1.18966.58414.779构件数量：11跨.上通长筋112450-25+15*d+10350+450-25+15*d+540-(2*2.29)*d2212.04524.0921.3881跨.左支座筋114450-25+15*d+10350/3-(1*2.29)*d33 4.05312.15914.6931跨.右支座筋11410350/3+450-25+15*d-(1*2.29)*d 33 4.05312.15914.6931跨.侧面构造筋11015*d+10350+15*d+1506610.864.839.9521跨.下部钢筋112450-25+15*d+10350+450-25+15*d+540-(2*2.29)*d6612.04572.2764.1631跨.箍筋162*((250-2*25)+(800-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 104104 2.089217.25648.2211跨.拉筋16(250-2*25)+2*(75+1.9*d)+(2*d)1591590.38561.21513.587构件数量：21跨.上通长筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d 24 4.1316.5214.6671跨.下部钢筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d24 4.1316.5214.667构件名称：KL-3[325]本构件钢筋重：21.792Kg构件位置：<1,C><2,C>;<7,C><8,C>构件名称：KL-1[319]本构件钢筋重：22.056Kg构件位置：<2,B><3,B>;<6,B><7,B>构件名称：KL-2[321]本构件钢筋重：216.696Kg构件位置：<3,A><6,A>楼层名称：一层（绘图输入）钢筋总重：4378.416Kg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 1跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 2754 1.18964.20614.251构件数量：51跨.上通长筋112350-25+15*d+3250+350-25+15*d-(2*2.29)*d 210 4.20542.0537.3331跨.下部钢筋112350-25+15*d+3250+350-25+15*d-(2*2.29)*d 210 4.20542.0537.3331跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 27135 1.189160.51535.627构件数量：71跨.上通长筋112200-25+15*d+3400+200-25+15*d-(2*2.29)*d 214 4.05556.7750.4011跨.下部钢筋11212*d+3400+12*d 214 3.68851.63245.841跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d18126 1.189149.81433.252构件数量：11跨.上通长筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d 22 4.138.267.3331跨.下部钢筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d 22 4.138.267.3331跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d2727 1.18932.1037.125构件数量：41跨.上通长筋112350-25+15*d+3250+350-25+15*d-(2*2.29)*d 28 4.20533.6429.8661跨.下部钢筋112350-25+15*d+3250+350-25+15*d-(2*2.29)*d 28 4.20533.6429.8661跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d27108 1.189128.41228.502构件数量：11跨.上通长筋112350-25+15*d+3250+350-25+15*d-(2*2.29)*d 22 4.2058.417.467构件名称：KL-4[346]本构件钢筋重：25.792Kg构件位置：<6,E><7,E>构件名称：KL-4[341]本构件钢筋重：21.792Kg构件位置：<1,E><2,E>构件名称：KL-4[342]本构件钢筋重：22.058Kg 构件位置：<2,E><3,E>;<3,E><4,E>;<4,E><5,E>;<5,E><6,E>构件名称：KL-3[326]本构件钢筋重：22.058Kg构件位置：<2,C><3,C>;<3,C><4,C>;<4,C><5,C>;<5,C><6,C>;<6,C><7,C>构件名称：L1[333]本构件钢筋重：18.499Kg构件位置：<1,D><2,D>;<2,D><3,D>;<3,D><4,D>;<4,D><5,D>;<5,D><6,D>;<6,D><7,D>;<7,D><8,D>楼层名称：一层（绘图输入）钢筋总重：4378.416Kg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kg1跨.下部钢筋112350-25+15*d+3250+350-25+15*d-(2*2.29)*d 33 4.20512.61511.21跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 2727 1.18932.1037.125构件数量：11跨.上通长筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d 224.138.267.3331跨.下部钢筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d 33 4.1312.39111跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 2727 1.18932.1037.125构件数量：11跨.上通长筋112400-25+15*d+6700+400-25+15*d-(2*2.29)*d 227.75515.5113.771跨.左支座筋112400-25+15*d+6700/3-(1*2.29)*d 55 2.76113.80512.2561跨.右支座筋1126700/3+400-25+15*d-(1*2.29)*d 44 2.76111.0449.8051跨.侧面构造筋11015*d+6700+15*d 227148.6321跨.下部钢筋114400-25+15*d+6700+400-25+15*d-(2*2.29)*d 447.80631.22437.7321跨.吊筋114200+2*50+2*20*d+2*1.414*(500-2*25)-(2*1.12)*d 22 2.102 4.204 5.081跨.箍筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 5050 1.38969.4515.4151跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)23230.3357.705 1.711跨.次梁加筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d33 1.389 4.1670.925构件数量：21跨.上通长筋116400-25+15*d+6700+400-25+15*d-(2*2.29)*d247.85731.42849.604构件名称：KL-6[353]本构件钢筋重：95.728Kg构件位置：<2,C><2,E>;<7,C><7,E>构件名称：KL-4[347]本构件钢筋重：25.459Kg构件位置：<7,E><8,E>构件名称：KL-5[350]本构件钢筋重：105.325Kg构件位置：<1,C><1,E>楼层名称：一层（绘图输入）钢筋总重：4378.416Kg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kg1跨.左支座筋122400-25+15*d+6700/3-(1*2.29)*d36 2.88817.32851.7081跨.右支座筋1166700/3+400-25+15*d-(1*2.29)*d36 2.81116.86626.621跨.侧面构造筋11015*d+6700+15*d2472817.2631跨.吊筋114200+2*50+2*20*d+2*1.414*(500-2*25)-(2*1.12)*d24 2.1028.40810.161跨.箍筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d50100 1.389138.930.8291跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)23460.33515.41 3.421跨.次梁加筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d36 1.3898.334 1.85构件数量：11跨.上通长筋114400-25+15*d+6700+400-25+15*d-(2*2.29)*d227.80615.61218.8661跨.左支座筋114400-25+15*d+6700/3-(1*2.29)*d66 2.78616.71620.21跨.右支座筋1146700/3+400-25+15*d-(1*2.29)*d33 2.7868.35810.11跨.侧面受扭筋11031*d+6700+31*d447.3229.2818.0521跨.下部钢筋116400-25+15*d+6700+400-25+15*d-(2*2.08)*d447.86331.45249.6421跨.吊筋114200+2*50+2*20*d+2*1.414*(500-2*25)-(2*1.12)*d22 2.102 4.204 5.081跨.箍筋182*((200-2*25)+(500-2*25))+2*(11.9*d)+(8*d)-(3*1.75)*d6767 1.41294.60437.3291跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)68680.33522.78 5.0561跨.次梁加筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d33 1.389 4.1670.925构件数量：1构件名称：KL-7[356]本构件钢筋重：165.251Kg构件位置：<3,C><3,E>构件名称：KL-8[358]本构件钢筋重：153.541Kg构件位置：<4,C><4,E>楼层名称：一层（绘图输入）钢筋总重：4378.416Kg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 1跨.上通长筋114400-25+15*d+6700+400-25+15*d-(2*2.29)*d 227.80615.61218.8661跨.左支座筋114400-25+15*d+6700/3-(1*2.29)*d 55 2.78613.9316.8331跨.右支座筋1146700/3+400-25+15*d-(1*2.29)*d 55 2.78613.9316.8331跨.侧面构造筋11015*d+6700+15*d 227148.6321跨.下部钢筋118400-25+15*d+6700+400-25+15*d-(2*2.29)*d 447.90831.63263.1881跨.吊筋114200+2*50+2*20*d+2*1.414*(500-2*25)-(2*1.12)*d 22 2.102 4.204 5.081跨.箍筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 6767 1.38993.06320.6561跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)34340.33511.39 2.5281跨.次梁加筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 33 1.389 4.1670.925构件数量：21跨.上通长筋116400-25+15*d+4900+400-25+15*d-(2*2.29)*d 24 6.05724.22838.241跨.左支座筋112400-25+15*d+4900/3-(1*2.29)*d 12 2.161 4.322 3.8371跨.右支座筋1224900/3+400-25+15*d-(1*2.29)*d 36 2.28813.72840.9651跨.侧面构造筋11015*d+4900+15*d 24 5.220.812.8241跨.箍筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 3876 1.389105.56423.431跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)17340.33511.39 2.528构件数量：11跨.上通长筋112400-25+15*d+4900+400-25+15*d-(2*2.29)*d 22 5.95511.9110.574构件位置：<2,B><2,C>;<7,B><7,C>构件名称：KL-5[362]本构件钢筋重：65.168Kg构件位置：<1,B><1,C>楼层名称：一层（绘图输入）钢筋总重：4378.416Kg构件名称：KL-6[360]本构件钢筋重：60.912Kg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kg1跨.左支座筋112400-25+15*d+4900/3-(1*2.29)*d22 2.161 4.322 3.8371跨.右支座筋1124900/3+400-25+15*d-(1*2.29)*d55 2.16110.8059.5931跨.侧面构造筋11015*d+4900+15*d22 5.210.4 6.4121跨.下部钢筋114400-25+15*d+4900+400-25+15*d-(2*2.29)*d33 6.00618.01821.7731跨.箍筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d3838 1.38952.78211.7151跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)17170.335 5.695 1.264构件数量：11跨.上通长筋114450-25+15*d+5775+400-25+15*d-(2*2.29)*d22 6.93113.86216.7511跨.左支座筋112450-25+15*d+5775/3-(1*2.29)*d22 2.503 5.006 4.4441跨.右支座筋1145775/3+400-25+15*d-(1*2.29)*d66 2.47814.86817.9671跨.侧面受扭筋11031*d+5775+31*d44 6.39525.5815.7711跨.下部钢筋114450-25+15*d+5775+400-25+15*d-(2*2.29)*d33 6.93120.79325.1271跨.箍筋182*((200-2*25)+(500-2*25))+2*(11.9*d)+(8*d)-(3*1.75)*d5858 1.41281.89632.3151跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)60600.33520.1 4.461构件数量：11跨.上通长筋116450-25+15*d+5775+400-25+15*d-(2*2.29)*d22 6.98213.96422.041跨.左支座筋112450-25+15*d+5775/3-(1*2.29)*d11 2.503 2.503 2.2221跨.右支座筋1225775/3+400-25+15*d-(1*2.29)*d33 2.587.7423.097构件位置：<6,A><6,C>楼层名称：一层（绘图输入）钢筋总重：4378.416Kg构件名称：KL-7[364]本构件钢筋重：116.836Kg构件位置：<3,A><3,C>构件名称：KL-10[372]本构件钢筋重：153.379Kg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 1跨.侧面受扭筋116450-25+15*d+5775+400-25+15*d-(2*2.08)*d 44 6.98827.95244.1181跨.下部钢筋114450-25+15*d+5775+400-25+15*d-(2*2.29)*d 33 6.93120.79325.1271跨.箍筋182*((200-2*25)+(500-2*25))+2*(11.9*d)+(8*d)-(3*1.75)*d 5858 1.41281.89632.3151跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)60600.33520.1 4.461构件数量：11跨.上通长筋116400-25+15*d+6700+400-25+15*d-(2*2.29)*d 227.85715.71424.8021跨.左支座筋122400-25+15*d+6700/3-(1*2.29)*d 33 2.8888.66425.8541跨.右支座筋1166700/3+400-25+15*d-(1*2.29)*d 33 2.8118.43313.311跨.侧面受扭筋116400-25+15*d+6700+400-25+15*d-(2*2.08)*d 447.86331.45249.6421跨.下部钢筋118400-25+15*d+6700+400-25+15*d-(2*2.29)*d 447.90831.63263.1881跨.吊筋114200+2*50+2*20*d+2*1.414*(500-2*25)-(2*1.12)*d 22 2.102 4.204 5.081跨.箍筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 6767 1.38993.06320.6561跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)68680.33522.78 5.0561跨.次梁加筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d33 1.389 4.1670.925构件数量：11跨.左支座筋112400-25+15*d+6700/3-(1*2.29)*d 88 2.76122.08819.611跨.上通长筋11445*d-6700/3+6700+45*d-6700/322 3.494 6.9888.4441跨.右支座筋1126700/3+400-25+15*d-(1*2.29)*d88 2.76122.08819.61构件位置：<6,C><6,E>构件名称：KL-9[375]本构件钢筋重：135.089Kg构件位置：<5,C><5,E>楼层名称：一层（绘图输入）钢筋总重：4378.416Kg构件名称：KL-10[373]本构件钢筋重：208.513Kg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 1跨.侧面构造筋11015*d+6700+15*d227148.6321跨.下部钢筋116400-25+15*d+6700+400-25+15*d-(2*2.29)*d447.85731.42849.6041跨.吊筋114200+2*50+2*20*d+2*1.414*(500-2*25)-(2*1.12)*d22 2.102 4.204 5.081跨.箍筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d6767 1.38993.06320.6561跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)34340.33511.39 2.5281跨.次梁加筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d33 1.389 4.1670.925构件数量：11跨.上通长筋112400-25+15*d+4900+400-25+15*d-(2*2.29)*d22 5.95511.9110.5741跨.左支座筋112400-25+15*d+4900/3-(1*2.29)*d22 2.161 4.322 3.8371跨.右支座筋1124900/3+400-25+15*d-(1*2.29)*d55 2.16110.8059.5931跨.侧面构造筋11015*d+4900+15*d22 5.210.4 6.4121跨.下部钢筋116400-25+15*d+4900+400-25+15*d-(2*2.29)*d33 6.05718.17128.681跨.箍筋162*((200-2*25)+(500-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d3838 1.38952.78211.7151跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)17170.335 5.695 1.264构件数量：11跨.上通长筋112400-25+15*d+6700+400-25+15*d-(2*2.29)*d227.75515.5113.771跨.左支座筋112400-25+15*d+6700/3-(1*2.29)*d55 2.76113.80512.2561跨.右支座筋1126700/3+400-25+15*d-(1*2.29)*d44 2.76111.0449.805构件位置：<8,C><8,E>楼层名称：一层（绘图输入）钢筋总重：4378.416Kg构件名称：KL-11[380]本构件钢筋重：72.075Kg构件位置：<8,B><8,C>构件名称：KL-11[381]本构件钢筋重：129.845Kg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 1跨.侧面构造筋11015*d+6700+15*d227148.6321跨.下部钢筋118400-25+15*d+6700+400-25+15*d-(2*2.29)*d337.90823.72447.3911跨.吊筋114200+2*50+2*20*d+2*1.414*(500-2*25)-(2*1.12)*d22 2.102 4.204 5.081跨.箍筋182*((200-2*25)+(500-2*25))+2*(11.9*d)+(8*d)-(3*1.75)*d5050 1.41270.627.8581跨.拉筋16(200-2*25)+2*(75+1.9*d)+(2*d)23230.3357.705 1.711跨.次梁加筋182*((200-2*25)+(500-2*25))+2*(11.9*d)+(8*d)-(3*1.75)*d66 1.4128.472 3.343楼层名称：一层（绘图输入）钢筋总重：4378.416Kg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.1143300-max(2500/6,450,500)+max(2500/6,400,500)+41*1422 3.8747.7489.363H边纵筋.1183300-max(2500/6,450,500)-800-max(2500/6,450,500)22 1.53 5.993角筋.1183300-max(2500/6,450,500)-800-max(2500/6,450,500)44 1.5611.986箍筋.1102*((450-2*30)+(450-2*30))+2*(11.9*d)+(8*d)-(3*1.75)*d 3535 1.82563.87539.381箍筋.210(450-2*30)+2*(11.9*d)+(2*d)70700.64845.3627.966构件数量：1B边纵筋.1143300-max(2500/6,450,500)-800+800-30222.775.546.695H边纵筋.1183300-max(2500/6,450,500)-800+800-3022 2.77 5.5411.067角筋.1183300-max(2500/6,450,500)-800+800-3044 2.7711.0822.133箍筋.1102*((450-2*30)+(450-2*30))+2*(11.9*d)+(8*d)-(3*1.75)*d 3535 1.82563.87539.381箍筋.210(450-2*30)+2*(11.9*d)+(2*d)70700.64845.3627.966构件数量：1全部纵筋.1143300-max(2800/6,400,500)+max(2800/6,400,500)+41*1422 3.8747.7489.363全部纵筋.2143300-max(2800/6,400,500)-500-max(2800/6,400,500)661.810.813.051箍筋.182*((350-2*30)+(400-2*30))+2*(11.9*d)+(8*d)-(3*1.75)*d 4040 1.47258.8823.233箍筋.28(400-2*30)+2*(11.9*d)+(2*d)40400.54621.848.618箍筋.38(350-2*30)+2*(11.9*d)+(2*d)40400.49619.847.829构件数量：2构件位置：<6,A>构件名称：KZ-1[591]本构件钢筋重：62.093Kg 构件位置：<1,E>构件名称：KZ-1[592]本构件钢筋重：62.093Kg楼层名称：二层（绘图输入）钢筋总重：4675.033Kg构件名称：KZ-2[588]本构件钢筋重：94.689Kg构件位置：<3,A>构件名称：KZ-2[589]本构件钢筋重：107.242Kg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.1143300-max(2800/6,400,500)-500-max(2800/6,400,500)612 1.821.626.102全部纵筋.2143300-max(2800/6,400,500)+max(2800/6,400,500)+41*1424 3.87415.49618.726箍筋.182*((350-2*30)+(400-2*30))+2*(11.9*d)+(8*d)-(3*1.75)*d 4080 1.472117.7646.466箍筋.28(400-2*30)+2*(11.9*d)+(2*d)40800.54643.6817.235箍筋.38(350-2*30)+2*(11.9*d)+(2*d)40800.49639.6815.657构件数量：5全部纵筋.1143300-max(2800/6,400,500)+max(2800/6,400,500)+41*14210 3.87438.7446.814全部纵筋.2143300-max(2800/6,400,500)-500-max(2800/6,400,500)6301.85465.255箍筋.182*((350-2*30)+(400-2*30))+2*(11.9*d)+(8*d)-(3*1.75)*d 42210 1.472309.12121.974箍筋.28(400-2*30)+2*(11.9*d)+(2*d)422100.546114.6645.243箍筋.38(350-2*30)+2*(11.9*d)+(2*d)422100.496104.1641.1构件数量：8全部纵筋.1143300-max(2800/6,400,500)-500+500-308642.77177.28214.228箍筋.182*((350-2*30)+(400-2*30))+2*(11.9*d)+(8*d)-(3*1.75)*d 38304 1.472447.488176.572箍筋.28(400-2*30)+2*(11.9*d)+(2*d)383040.546165.98465.495箍筋.38(350-2*30)+2*(11.9*d)+(2*d)383040.496150.78459.497构件数量：4全部纵筋.1143300-max(2800/6,400,500)+max(2800/6,400,500)+41*14832 3.874123.968149.805构件位置：<8,B>;<2,B>;<1,B>;<7,B>构件位置：<4,E>;<5,E>;<6,E>;<7,E>;<8,E>构件名称：KZ-1[599]本构件钢筋重：64.474Kg 构件位置：<1,C>;<2,C>;<3,C>;<4,C>;<5,C>;<6,C>;<7,C>;<8,C>构件名称：KZ-1[607]本构件钢筋重：75.147Kg 楼层名称：二层（绘图输入）钢筋总重：4675.033Kg构件位置：<2,E>;<3,E>构件名称：KZ-1[594]本构件钢筋重：64.077Kg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 箍筋.182*((350-2*30)+(400-2*30))+2*(11.9*d)+(8*d)-(3*1.75)*d 38152 1.472223.74488.286箍筋.28(400-2*30)+2*(11.9*d)+(2*d)381520.54682.99232.747箍筋.38(350-2*30)+2*(11.9*d)+(2*d)381520.49675.39229.749构件数量：61跨.上通长筋112200-25+15*d+3400+200-25+15*d-(2*2.29)*d 212 4.05548.6643.2011跨.下部钢筋11212*d+3400+12*d 212 3.68844.25639.2911跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 18108 1.189128.41228.502构件数量：21跨.上通长筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d 244.1316.5214.6671跨.下部钢筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d 24 4.1316.5214.6671跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d2754 1.18964.20614.251构件数量：51跨.上通长筋112350-25+15*d+3250+350-25+15*d-(2*2.29)*d 210 4.20542.0537.3331跨.下部钢筋112350-25+15*d+3250+350-25+15*d-(2*2.29)*d 210 4.20542.0537.3331跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d27135 1.189160.51535.627构件数量：71跨.上通长筋112200-25+15*d+3400+200-25+15*d-(2*2.29)*d 214 4.05556.7750.4011跨.下部钢筋11212*d+3400+12*d214 3.68851.63245.84构件位置：<2,E><3,E>;<3,E><4,E>;<4,E><5,E>;<5,E><6,E>;<6,E><7,E>构件名称：L3[442]本构件钢筋重：18.499Kg 构件位置：<1,D><2,D>;<2,D><3,D>;<3,D><4,D>;<4,D><5,D>;<5,D><6,D>;<6,D><7,D>;<7,D><8,D>构件位置：<1-1800,E><2-1800,E>;<2-1800,E><3-1800,E>;<3-1800,E><4-1800,E>;<4-1800,E><5-1800,E>;<5-1800,E><6-1800,E>;<6-1800,E><7-1800,E>构件名称：KL-4[434]本构件钢筋重：21.792Kg构件位置：<1,E><2,E>;<7,E><8,E>构件名称：KL-4[435]本构件钢筋重：22.058Kg 楼层名称：二层（绘图输入）钢筋总重：4675.033Kg构件名称：L4[427]本构件钢筋重：18.499Kg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 1跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 18126 1.189149.81433.252构件数量：21跨.上通长筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d 244.1316.5214.6671跨.下部钢筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d 24 4.1316.5214.6671跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d 2754 1.18964.20614.251构件数量：51跨.上通长筋112350-25+15*d+3250+350-25+15*d-(2*2.29)*d 210 4.20542.0537.3331跨.下部钢筋112350-25+15*d+3250+350-25+15*d-(2*2.29)*d 210 4.20542.0537.3331跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d27135 1.189160.51535.627构件数量：41跨.上通长筋112200-25+15*d+3400+200-25+15*d-(2*2.29)*d 28 4.05532.4428.8011跨.下部钢筋11212*d+3400+12*d 28 3.68829.50426.1941跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d1872 1.18985.60819.001构件数量：21跨.上通长筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d 24 4.1316.5214.6671跨.下部钢筋112350-25+15*d+3175+350-25+15*d-(2*2.29)*d 24 4.1316.5214.6671跨.箍筋162*((200-2*25)+(400-2*25))+2*(75+1.9*d)+(8*d)-(3*1.75)*d2754 1.18964.20614.251构件数量：21跨.上通长筋112350-25+15*d+3325+200-25+15*d-(2*2.29)*d 24 4.1316.5214.667构件位置：<1,B><2,B>;<8,B><7,B>构件名称：KL-1[462]本构件钢筋重：22.056Kg构件位置：<2,B><3,B>;<7,B><6,B>构件位置：<2,C><3,C>;<3,C><4,C>;<4,C><5,C>;<5,C><6,C>;<6,C><7,C>构件名称：L1[458]本构件钢筋重：18.499Kg 构件位置：<1+1800,B><2+1800,B>;<2+1800,B><3+1800,B>;<7+1799,B><6+1800,B>;<8+1800,B><7+1799,B>构件名称：KL-1[461]本构件钢筋重：21.792Kg楼层名称：二层（绘图输入）钢筋总重：4675.033Kg构件名称：KL-3[450]本构件钢筋重：21.792Kg构件位置：<1,C><2,C>;<7,C><8,C>构件名称：KL-3[451]本构件钢筋重：22.058Kg。
钢筋明细表
60040+max(6*d,150)+12.5 30*10+0.3**3d0*d+30*d+
0.3*30*d+30*d+60040+max(6*d,150)+12.5 30*10+0.3**3d0*d+30*d+ 0.3*30*d+30*d+0.3*30
2
2 1.135 2.27
(3002*15)+2*(75+1.9*d)+(
2*d)
16 16 0.455 7.28
构件数量：1
本构件钢筋重：68.231Kg
构件位置：<6-1200,G-30><6,G-30>
49815+15*d+25*d+12.5*d
4
4 1.113 4.452
1255-15+15*d15+15*d+12.5*d
构件位置：<1-5869,D-434>;<6+6015,D-322>
3250/3+1520+60040+max(6*d,150)
2
4 3.313 13.252
H边插筋.1
16
3250/3+1520+60040+max(6*d,150)
2
4 3.313 13.252
角筋插筋.1
18
3250/3+1520+60040+max(6*d,150)