钢筋明细表
钢筋明细表——精选推荐
钢筋明细表筋号级别直径钢筋图形计算公式根数总根数单长m总长m总重kg 构件数量：2B边纵筋.1204338+550-40+15*d+37*d816 5.88894.208232.694箍筋.182*((490-2*20)+(490-2*20))+2*(11.9*d)3672 1.99143.2856.596构件数量：2B边纵筋.1204338-120+550-40+15*d+37*d816 5.76892.288227.951箍筋.182*((490-2*20)+(490-2*20))+2*(11.9*d)3876 1.99151.2459.74构件数量：4插筋.1141400-90+10*d416 1.4523.228.072构造柱预留筋.11465*d+46*d416 1.55424.86430.085箍筋.182*((240-2*25)+(240-2*25))+2*(11.9*d)8320.9530.412.008构件数量：1插筋.1141400-90+10*d66 1.458.710.527构造柱预留筋.11465*d+46*d66 1.5549.32411.282箍筋.182*((470-2*25)+(370-2*25))+2*(11.9*d)88 1.6713.36 5.277构件数量：1墙⾝⽔平钢筋.1167200+400-15+650+400-墙在基础左侧⽔平筋.1167200+400-15+650+400-15+650229.2718.5429.293墙⾝⽔平钢筋.2168000-15+1300/2-15+1300/226269.27241.02380.812墙在基础右侧⽔平筋.1168000-15+1300/2-15+1300/2229.2718.5429.293楼层名称：基础层（绘图输⼊）钢筋总重：22337.199Kg 构件名称：墙暗柱[165]本构件钢筋重：144.645Kg构件位置：<2,C+5>;<3,C+5>构件名称：墙暗柱[167]本构件钢筋重：143.846Kg构件位置：<2,A-5>;<3,A-5>构件名称：GZ-1[203]本构件钢筋重：17.541Kg构件位置：<2,A>;<5,A>;<5,B>;<5,C>构件名称：GZ-3[469]本构件钢筋重：27.086Kg构件位置：<2+115,C+65>构件名称：JLQ-1[9]本构件钢筋重：2094.818Kg构件位置：<1/1-50,C+50><1/1-50,A-50>墙⾝垂直钢筋.1164338-500-15+10*d6464 3.983254.912402.761墙⾝垂直钢筋.2164338-35*d-500-15+10*d6464 3.423219.072346.134墙⾝垂直钢筋.3164338-500-120+120-墙⾝垂直钢筋.4164338-35*d-500-120+120-15+12*d66 3.45520.7332.753墙⾝垂直钢筋.5164338-35*d-500-120+120-15+12*d77 3.45524.18538.212墙⾝垂直钢筋.6164338-500-120+120-15+12*d66 4.01524.0938.062墙⾝左侧插筋.116500+550-40+15*d3939 1.2548.7577.025墙⾝左侧插筋.216500+35*d+550-40+15*d3838 1.8168.78108.672墙⾝右侧插筋.116500+35*d+550-40+15*d3939 1.8170.59111.532墙⾝右侧插筋.216500+550-40+15*d3838 1.2547.575.05构件数量：1墙⾝⽔平钢筋.11614700+400-15+650+400-15+650212116.77352.17556.429墙⾝⽔平钢筋.216258+400-15+650-15+10*d11 1.438 1.438 2.272164460-15+10*d-15+10*d22 4.759.515.01墙⾝⽔平钢筋.4161536-15+10*d-15+10*d22 1.826 3.652 5.77墙⾝⽔平钢筋.5164868-15+10*d-15+10*d22 5.15810.31616.299墙⾝⽔平钢筋.6162934-15+10*d+400-15+65011 4.114 4.114 6.5墙⾝⽔平钢筋.7166350+400-15+650-15+10*d117.537.5311.897墙⾝⽔平钢筋.8164701-15+10*d-15+10*d22 4.9919.98215.772构件名称：JLQ-1[10]本构件钢筋重：3978.604Kg构件位置：<1/1-50,A-50><4+50,A-50>墙⾝⽔平钢筋.9162850-15+10*d+400-15+65011 4.03 4.03 6.367墙⾝⽔平钢筋.10166404+400-15+650-15+10*d117.5847.58411.983墙⾝⽔平钢筋.11164809-15+10*d-15+10*d22 5.09910.19816.113墙⾝⽔平钢筋.12162904-15+10*d+400-15+65011 4.084 4.084 6.4531615000+37*d+37*d4416.18464.736102.283墙在基础左侧⽔平筋.11614700+400-15+650+400-15+6502216.7733.5452.993墙⾝⽔平钢筋.141615500-15+1300/2-15+1300/2212116.77352.17556.429墙⾝⽔平钢筋.1516658-15+1300/2-15+10*d11 1.438 1.438 2.272墙⾝⽔平钢筋.16163334-15+10*d-15+1300/211 4.114 4.114 6.5墙⾝⽔平钢筋.17166750-15+1300/2-15+10*d117.537.5311.897墙⾝⽔平钢筋.18163250-15+10*d-15+1300/211 4.03 4.03 6.367墙⾝⽔平钢筋.19166804-15+1300/2-15+10*d117.5847.58411.983墙⾝⽔平钢筋.20163304-15+10*d-15+1300/211 4.084 4.084 6.453墙在基础15+1300/22216.7733.5452.993墙⾝⽔平钢筋.21161000+37*d+400-15+15*d1414 2.21731.03849.04墙⾝垂直钢筋.1164338-500-120+120-15+12*d6767 4.015269.005425.028墙⾝垂直钢筋.2164338-35*d-500-120+120-15+12*d6666 3.455228.03360.287墙⾝垂直钢筋.3163527-120-15+10*d+120-15+12*d11 3.849 3.849 6.081墙⾝垂直163475-120-15+10*d+120-11 3.797 3.797 5.999墙⾝垂直钢筋.5163205-120-15+10*d+120-15+12*d22 3.5277.05411.145墙⾝垂直钢筋.6163175-120-15+10*d+120-15+12*d22 3.497 6.99411.051墙⾝垂直钢筋.7163199-120-15+10*d+120-15+12*d22 3.5217.04211.126墙⾝垂直钢筋.816墙⾝垂直钢筋.9163265-35*d-500-15+10*d11 2.35 2.35 3.713墙⾝垂直钢筋.10161027-120-15+10*d+120-15+12*d11 1.349 1.349 2.131墙⾝垂直钢筋.11164338-35*d-500-120+120-15+12*d6767 3.455231.485365.746墙⾝垂直钢筋.12164338-500-120+120-15+12*d6666 4.015264.99418.684墙⾝垂直钢筋.13163527-120-15+10*d+120-15+12*d11 3.849 3.849 6.081墙⾝垂直钢筋.14163475-120-15+10*d+120-15+12*d11 3.797 3.797 5.999墙⾝垂直钢筋.15163205-120-15+10*d+120-15+12*d22 3.5277.05411.145墙⾝垂直钢筋.16163175-120-15+10*d+120-15+12*d22 3.497 6.99411.051墙⾝垂直钢筋.1716墙⾝垂直钢筋.18163331-120-15+10*d+120-15+12*d22 3.6537.30611.543墙⾝垂直钢筋.19163265-500-15+10*d11 2.91 2.91 4.598墙⾝垂直钢筋.20161027-120-15+10*d+120-15+12*d11 1.349 1.349 2.131墙⾝左侧插筋.116500+550-40+15*d5353 1.2566.25104.675墙⾝左侧插筋.216500+35*d+550-40+15*d5353 1.8195.93151.569墙⾝左侧16665+550-40+15*d-11 1.56 1.56 2.465墙⾝左侧插筋.416763+550-40+15*d-15+10*d33 1.658 4.9747.859墙⾝左侧插筋.516793+550-40+15*d-15+10*d22 1.688 3.376 5.334墙⾝左侧插筋.616787+550-40+15*d-15+10*d22 1.682 3.364 5.31522 1.814 3.628 5.732墙⾝左侧插筋.816500+557-40+15*d11 1.257 1.257 1.986墙⾝左侧插筋.916500+35*d+657-40+6*d11 1.773 1.773 2.801墙⾝左侧插筋.1016500+757-40+6*d11 1.313 1.313 2.075墙⾝左侧插筋.1116500+35*d+857-40+6*d11 1.973 1.973 3.117墙⾝左侧插筋.1216500+957-40+6*d11 1.513 1.513 2.391墙⾝左侧插筋.1316500+35*d+1057-40+6*d11 2.173 2.173 3.433墙⾝左侧插筋.1416500+1157-40+6*d11 1.713 1.713 2.707墙⾝左侧插筋.1516500+35*d+1257-40+6*d11 2.373 2.373 3.749墙⾝左侧插筋.1616500+1357-40+6*d11 1.913 1.913 3.023墙⾝左侧插筋.1716500+35*d+1412-40+6*d1010 2.52825.2839.942墙⾝左侧插筋.116500+35*d+550-40+15*d5353 1.8195.93151.569墙⾝右侧插筋.216500+550-40+15*d5353 1.2566.25104.675墙⾝右侧插筋.316665+550-40+15*d-15+10*d11 1.56 1.56 2.465墙⾝右侧16763+550-40+15*d-33 1.658 4.9747.859墙⾝右侧插筋.516793+550-40+15*d-15+10*d22 1.688 3.376 5.334墙⾝右侧插筋.616787+550-40+15*d-15+10*d22 1.682 3.364 5.315墙⾝右侧插筋.716919+550-40+15*d-15+10*d22 1.814 3.628 5.732墙⾝右侧插筋.816500+35*d+557-40+15*d11 1.817 1.817 2.871墙⾝右侧插筋.916500+657-40+6*d11 1.213 1.213 1.917墙⾝右侧插筋.1016500+857-40+6*d11 1.413 1.413 2.233墙⾝右侧插筋.1216500+35*d+957-40+6*d11 2.073 2.073 3.275墙⾝右侧插筋.1316500+1057-40+6*d11 1.613 1.613 2.549墙⾝右侧插筋.1416500+35*d+1157-40+6*d11 2.273 2.273 3.591墙⾝右侧插筋.1516500+1257-40+6*d11 1.813 1.813 2.865墙⾝右侧插筋.1616500+35*d+1357-40+6*d11 2.473 2.473 3.907墙⾝右侧插筋.1716500+1412-40+6*d1010 1.96819.6831.094墙⾝右侧插筋.1816500+35*d+1412-40+6*d99 2.52822.75235.948构件数量：1墙⾝⽔平钢筋.1167200+400-15+650+400-15+65026269.27241.02380.812墙在基础左侧⽔平筋.1167200+400-15+650+400-15+650229.2718.5429.293墙⾝⽔平钢筋.21626269.27241.02380.812墙在基础右侧⽔平筋.1168000-15+1300/2-15+1300/2229.2718.5429.293构件名称：JLQ-1[11]本构件钢筋重：2193.315Kg构件位置：<4+50,A-50><4+50,C+50>墙⾝⽔平钢筋.3161000+400-15+15*d+37*d1414 2.21731.03849.04墙⾝垂直钢筋.1164338-500-120+120-15+12*d77 4.01528.10544.406墙⾝垂直钢筋.2164338-35*d-500-120+120-15+12*d66 3.45520.7332.753墙⾝垂直钢筋.3164338-35*d-500-15+10*d6464 3.423219.072346.134墙⾝垂直钢筋.4164338-500-15+10*d6464 3.983254.912402.761墙⾝垂直钢筋.5164338-35*d-500-120+120-15+12*d77 3.45524.18538.212墙⾝垂直钢筋.6164338-500-120+120-15+12*d66 4.01524.0938.06216500+1412-40+6*d99 1.96817.71227.985墙⾝左侧插筋.216500+35*d+1412-40+6*d99 2.52822.75235.948墙⾝左侧插筋.316500+1397-40+6*d11 1.953 1.953 3.086墙⾝左侧插筋.416500+35*d+1297-40+6*d11 2.413 2.413 3.813墙⾝左侧插筋.516500+1197-40+6*d11 1.753 1.753 2.77墙⾝左侧插筋.616500+35*d+1097-40+6*d11 2.213 2.213 3.497墙⾝左侧插筋.716500+997-40+6*d11 1.553 1.553 2.454墙⾝左侧插筋.816500+35*d+897-40+6*d11 2.013 2.013 3.181墙⾝左侧插筋.916500+797-40+6*d11 1.353 1.353 2.138墙⾝左侧插筋.1016500+35*d+697-40+6*d11 1.813 1.813 2.865墙⾝左侧插筋.1116500+597-40+6*d11 1.153 1.153 1.822墙⾝左侧16500+35*d+550-40+15*d2525 1.8145.2571.49516500+550-40+15*d2525 1.2531.2549.375墙⾝右侧插筋.116500+35*d+1412-40+6*d99 2.52822.75235.948墙⾝右侧插筋.216500+1412-40+6*d99 1.96817.71227.985墙⾝右侧插筋.316500+35*d+1397-40+6*d11 2.513 2.513 3.971墙⾝右侧插筋.416500+1297-40+6*d11 1.853 1.853 2.928墙⾝右侧插筋.516500+35*d+1197-40+6*d11 2.313 2.313 3.655墙⾝右侧插筋.616500+1097-40+6*d11 1.653 1.653 2.612墙⾝右侧插筋.716500+35*d+997-40+6*d11 2.113 2.113 3.339墙⾝右侧插筋.816500+897-40+6*d11 1.453 1.453 2.296墙⾝右侧插筋.916500+35*d+797-40+6*d11 1.913 1.913 3.023墙⾝右侧插筋.1016500+697-40+6*d11 1.253 1.253 1.98墙⾝右侧插筋.11插筋.1216500+550-40+15*d2525 1.2531.2549.375墙⾝右侧插筋.1316500+35*d+550-40+15*d2525 1.8145.2571.495构件数量：1墙⾝⽔平钢筋.11614700+400-15+650+400-15+650222216.77368.94582.925墙⾝⽔平钢筋.21615000+37*d+37*d4416.18464.736102.283墙⾝⽔平钢筋.3166814+400-15+650-15+10*d117.9947.99412.631墙⾝⽔平钢筋.4163228-15+10*d-15+10*d22 3.5187.03611.117构件名称：JLQ-1[12]本构件钢筋重：3862.519Kg构件位置：<4+50,C+50><1/1-50,C+50>墙⾝⽔平钢筋.5164114-15+10*d+400-15+65011 5.294 5.2948.365墙⾝⽔平钢筋.6166828+400-15+650-15+10*d118.0088.00812.653墙⾝⽔平钢筋.7163256-15+10*d-15+10*d22 3.5467.09211.205墙⾝⽔平钢筋.8164128-15+10*d+400-11 5.308 5.3088.387墙在基础左侧⽔平筋.11614700+400-15+650+400-15+6502216.7733.5452.993墙⾝⽔平钢筋.91615500-15+1300/2-15+1300/2222216.77368.94582.925墙⾝⽔平钢筋.10167214-15+1300/2-15+10*d117.9947.99412.631墙⾝⽔平钢筋.11164514-15+10*d-15+1300/211 5.294 5.2948.365墙⾝⽔平钢筋.12167228-15+1300/2-15+10*d118.0088.00812.653墙⾝⽔平钢筋.13164528-15+10*d-15+1300/211 5.308 5.3088.387墙在基础右侧⽔平筋.11615500-15+1300/2-15+1300/22216.7733.5452.993墙⾝垂直钢筋.1164338-500-15+10*d138138 3.983549.654868.453164338-35*d-500-15+10*d138138 3.423472.374746.351墙⾝垂直钢筋.3163306-500-15+10*d22 2.951 5.9029.325墙⾝垂直钢筋.416818-15+10*d-15+10*d44 1.108 4.4327.003墙⾝垂直钢筋.5163263-35*d-500-15+10*d22 2.348 4.6967.42墙⾝垂直钢筋.616775-15+10*d-15+10*d44 1.065 4.26 6.731墙⾝垂直钢筋.7163297-500-15+10*d22 2.942 5.8849.297墙⾝垂直16809-15+10*d-15+10*d44 1.099 4.396 6.946墙⾝垂直钢筋.9163306-35*d-500-15+10*d22 2.391 4.7827.556墙⾝垂直钢筋.10163263-500-15+10*d22 2.908 5.8169.189墙⾝垂直钢筋.11163297-35*d-500-15+10*d22 2.382 4.7647.527墙⾝左侧插筋.116500+550-40+15*d7272 1.2590142.2墙⾝左侧插筋.216500+35*d+550-40+15*d7272 1.81130.32205.90616500+35*d+550-40+15*d7272 1.81130.32205.906墙⾝右侧插筋.216500+550-40+15*d7272 1.2590142.2构件数量：2上部纵筋.12015100+0-20+15*d+0-20+15*d2415.6662.64154.721下部纵筋.12015100+0-20+15*d+0-20+15*d2415.6662.64154.721侧⾯纵筋.12014700+400-20+15*d+400-20+15*d1216.0632.1279.336侧⾯纵筋.22015500-20+52*d/2-20+52*d/21216.53381.51拉筋.18(400-2*20)+2*(11.9*d)36720.5539.615.642箍筋.162*((400-2*20)+(500-2*20))+2*(75+1.9*d)71142 1.813257.44666.936构件数量：2上部纵筋.1207600+0-20+15*d+0-20+15*d248.1632.6480.621下部纵筋.1207600+0-20+15*d+0-20+15*d侧⾯纵筋.1207200+400-20+15*d+400-20+15*d128.5617.1242.286侧⾯纵筋.2208000-20+52*d/2-20+52*d/21291844.46构件名称：墙暗梁[29]本构件钢筋重：276.433Kg构件位置：<4+50,C+50><1/1-50,C+50>;<1/1-50,A-50><4+50,A-50>构件名称：墙暗梁[30]本构件钢筋重：144.874Kg构件位置：<1/1-50,C+50><1/1-50,A-50>;<4+50,A-50><4+50,C+50>拉筋.18(400-2*20)+2*(11.9*d)18360.5519.87.821箍筋.162*((400-2*20)+(500-2*20))+2*(75+1.9*d)3672 1.813130.53633.939构件数量：1112PI *(230+2*d)+420+2*d22 1.242 2.484 2.206212PI *(750+2*d)+420+2*d22 2.876 5.752 5.108构件数量：1112PI *(180+2*d)+420+2*d22 1.085 2.17 1.927212PI *(700+2*d)+420+2*d 22 2.719 5.438 4.829构件数量：2114PI *(480+2*d)+490+2*d42.11416.91220.464214PI*(1000+2*d)+490+2*d24 3.74814.99218.14314PI*(1600+2*d)+490+2*d24 5.63322.53227.264482490918 2.4944.8217.704构件数量：1112PI *(130+2*d)+420+2*d220.928 1.856 1.648212PI *(650+2*d)+420+2*d 22 2.561 5.122 4.548构件数量：2构件名称：D-150[184]本构件钢筋重：7.314Kg构件位置：<1/1+450,A-50>构件名称：D-100[187]本构件钢筋重：6.756Kg构件位置：<2+2000,A-50>构件名称：D-400[189]本构件钢筋重：41.786Kg 构件位置：<3-2300,A-50>;<3+2800,A-50>构件名称：D-50[194]本构件钢筋重：6.196Kg构件位置：<4-695,A-50>构件名称：D-300[197]本构件钢筋重：8.987Kg 构件位置：<3-1100,C+50>;<2+1400,C+50>112PI *(380+2*d)+420+2*d24 1.713 6.852 6.085 212PI *(900+2*d)+420+2*d24 3.34713.38811.889构件数量：1上部钢筋.1122630+10*d+46*d22 3.302 6.604 5.864下部钢122630+10*d+46*d22 3.302 6.604 5.864箍筋.182*((240-2*25)+(240-2*25))+2*(11.9*d)14140.9513.3 5.254构件数量：2上部钢筋.1128000-25-25127.9515.914.119上部钢筋.2127260+46*d+46*d+780129.14418.28816.24上部钢筋.3127630127.6315.2613.551下部钢筋.1128000-25-25127.9515.914.119下部钢筋.2127260+46*d+46*d+780129.14418.28816.24下部钢筋.3127630127.6315.2613.551箍筋.182*((370-2*25)+(240-2*25))+2*(11.9*d)3774 1.2189.5435.368构件数量：1上部钢筋.1123000-25+10*d11 3.095 3.095 2.748上部钢筋.2122400+46*d+10*d11 3.072 3.072 2.728下部钢筋.1123000-25+10*d11 3.095 3.095 2.748构件名称：地圈梁-240[109]本构件钢筋重：16.982Kg构件位置：<4,B><5+65,B>构件名称：地圈梁-370[112]本构件钢筋重：61.594Kg构件位置：<5+65,C+65><5+65,A-65>;<2-65,A-65><2-65,C+65>构件名称：地圈梁-370[116]本构件钢筋重：22.856Kg构件位置：<2-65,C+65><1/1,C+65>下部钢筋.2122400+46*d+10*d 11 3.072 3.072 2.728下部钢筋.3122815+10*d 11 2.935 2.935 2.606箍筋.182*((370-2*25)+(240-2*25))+2*(11.9*d)1414 1.2116.94 6.691构件数量：1上部钢筋.1122880+46*d+10*d 11 3.552 3.552 3.154上部钢筋.2123250-25+10*d11 3.345 3.345 2.97上部钢筋.3123065+10*d11 3.185 3.185 2.828下部钢筋.1122880+46*d+10*d11 3.552 3.552 3.154下部钢筋.2123250-25+10*d11 3.345 3.345 2.97箍筋.182*((370-2*25)+(240-2*25))+2*(11.9*d)1515 1.2118.157.169构件数量：1上部钢筋.1123000-25+10*d11 3.095 3.095 2.748上部钢筋.2122630+46*d+10*d11 3.302 3.302 2.932上部钢筋.3122815+10*d11 2.935 2.935 2.606下部钢筋.1123000-25+10*d11 3.095 3.095 2.748下部钢筋.2122630+46*d+10*d11 3.302 3.302 2.932下部钢筋.3122815+10*d11 2.935 2.935 2.606箍筋.182*((370-2*25)+(240-2*25))+2*(11.9*d)1515 1.2118.157.169构件名称：地圈梁-370[118]本构件钢筋重：25.075Kg 构件位置：<5+65,C+65><4,C+65>构件名称：地圈梁-370[120]本构件钢筋重：23.743Kg 构件位置：<5+65,A-65><4,A-65>上部钢筋.1122630+46*d+10*d 11 3.302 3.302 2.932123000-25+10*d 11 3.095 3.095 2.748上部钢筋.3122815+10*d 11 2.935 2.935 2.606下部钢筋.1122630+46*d+10*d 11 3.302 3.302 2.932下部钢筋.2123000-25+10*d 11 3.095 3.095 2.748下部钢筋.3122815+10*d11 2.935 2.935 2.606箍筋.182*((370-2*25)+(240-2*25))+2*(11.9*d)1515 1.2118.157.169构件数量：1⽔池过道板X向.1814700+30*d+180+30*d+180+12.5*d+3366615.97695.85637.863⽔池过道板Y向.1101050+30*d+180-15+120-2*15+6.25*d147147 1.668245.196151.286构件数量：21跨.下通长筋1121000-40+15*d+2565-40+(300-40-40)/2+150/248 3.8530.827.351跨.上通长筋1121000-40+2565-40+(300-1跨.箍筋182*((1000-2*40)+(300-2*40))+2*(11.9*d)510 2.4724.79.7571跨.箍筋282*((1000-2*40)+(300-2*40))+2*(11.9*d)1122 2.4754.3421.464构件数量：11跨.下通长筋1121000-40+15*d+6630+1000-40+15*d+696449.60638.42434.1211跨.上部钢筋1121000-40+6630+1000-40+696449.24636.98432.8421跨.箍筋182*((1000-2*40)+(300-2*40))+2*(11.9*d)55 2.4712.35 4.878构件位置：<2-65,A-65><1/1,A-65>构件名称：⽔池过道板[44]本构件钢筋重：189.149Kg构件位置：<1/1-250,A+703><4+250,A+703>;<3-1750,A-250><3-1750,A+1200>构件名称：条基下基础梁[414]本构件钢筋重：42.321Kg构件位置：<2-65,C+65><1/1,C+65>;<2-65,A-65><1/1,A-65>构件名称：条基下基础梁[415]本构件钢筋重：104.037Kg构件位置：<2-65,A-65><2-65,C+65>1跨.箍筋282*((1000-2*40)+(300-2*40))+2*(11.9*d)552.4712.354.878构件数量：20跨.下通长筋112-40+(300-40-40)/2+150/2+2565+1000-40+15*d 483.8530.827.350跨.上部钢筋112-40+(300-40-40)/2+150/2+2565+1000-4048 3.6729.3626.0720跨.箍筋182*((1000-2*40)+(300-2*40))+2*(11.9*d)510 2.4724.79.7570跨.箍筋282*((1000-2*40)+(300-2*40))+2*(11.9*d)1122 2.4754.3421.464构件数量：11跨.下通长筋1121000-40+15*d+6630+1000-40+15*d+696449.60638.42434.121 1跨.上通长筋1121000-40+6630+1000-40+696449.24636.98432.8421跨.箍筋182*((1000-2*40)+(300-2*40))+2*(11.9*d)55 2.4712.35 4.8781跨.箍筋282*((1000-2*40)+(300-2*40))+2*(11.9*d)99 2.4722.238.7812跨.箍筋182*((1000-2*40)+(300-2*40))+2*(11.9*d)44 2.479.88 3.9032跨.箍筋282*((1000-2*40)+(300-2*40))+2*(11.9*d)55 2.4712.35 4.8782跨.箍筋382*((1000-2*40)+(300-2*40))+2*(11.9*d)1515 2.4737.0514.635构件数量：11跨.下通长筋112400-40+15*d+2315+1000-40+15*d 44 3.99515.9814.191跨.上部钢筋112400-40+15*d+2315+1000-4044 3.81515.2613.5511跨.箍筋182*((1000-2*40)+(300-2*40))+2*(11.9*d)22 2.47 4.94 1.951构件名称：条基下基础梁[418]本构件钢筋重：42.321Kg 构件位置：<4,B><5+65,B>构件位置：<4,C+65><5+65,C+65>;<4,A-65><5+65,A-65>构件名称：条基下基础梁[422]本构件钢筋重：44.327Kg 1跨.箍筋282*((1000-2*40)+(300-2*40))+2*(11.9*d)55 2.4712.35 4.8781跨.箍筋382*((1000-2*40)+(300-2*40))+2*(11.9*d)1010 2.4724.79.757构件数量：1筏板受⼒筋.1168600-40+470-40+4701291299.461220.341928.137筏板受⼒筋.2165438+41*d-40+4703232 6.524208.768329.853筏板受⼒筋.11616100-40+470-40+470373716.96627.52991.482筏板受⼒筋.21612938-40+470+41*d212114.024294.504465.316筏板受⼒筋.11616100-40+470-40+470525216.96881.921393.434筏板受⼒筋.21614360+822+41*d-40+4706616.26897.608154.221筏板受⼒筋.316660-40+470+822+41*d66 2.56815.40824.345筏板受⼒筋.1168600-40+470-40+4701511519.461428.462256.967筏板受⼒筏板受⼒筋.3166860-40+470+822+41*d10108.76887.68138.534构件名称：池底板[3]本构件钢筋重：7722.863Kg 构件位置：<2+1476,A-550><2+1476,C+549>;<1/1-550,B+1243> <4+550,B+1243>;<1/1-550,C-2243><4+550,C-2243>;<2+816,A-550><2+816,C+549>。
钢筋明细表
钢筋明细表1 82 63 64 65 66 6 上通16长筋1上通16长筋3下通20长筋18 箍筋18 箍筋114 上通长筋114 下部钢筋18 箍筋114上通下部14 钢筋18 箍筋16 .1上部10 .1上部10 .2上部10 .3上部10 .4下部10 .1下部10 .2下部10 .3下部10 .46 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1下部10 .16 .1上部10 .1下部10 .16 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1下部10 .16 .1上部10 .1下部10 .16 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1下部10 .16 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1下部10 .16 .1上部10 .1上部10 .2上部10 .3下部10 .1下部10 .2下部10 .36 .16 .1上部10 .1下部10 .16 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1下部10 .16 .1上部10 .1下部10 .16 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1下部10 .16 .1上部10 .1下部10 .16 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2上部10 .3下部10 .1下部10 .2下部10 .36 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2上部10 .3下部10 .1下部10 .2下部10 .36 .1上部10 .1下部10 .16 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1上部10 .1上部10 .2下部10 .1下部10 .26 .1马凳8 .1马凳8 .1马凳8 .1马凳8 .1马凳8 .1马凳8 .1马凳8 .1马凳8 .1马凳8 .1马凳8 .1马凳8 .1马凳8 .1马凳8 .1。
（图形）钢筋明细表
（图形）钢筋明细表钢筋名称级别直径钢筋简图长度计算式根数单长m 重量kg层数:1板底筋[4~6:A~A]8-20+1560-20+2*6.25*D 7 1.62 4.48板负筋[4:F~A]8(100-20)+590+(100-20)710.7521.03构造分布筋[C:4~5]6150+8114+150+0.6*30058.619.55板底筋[6~9:B~B]8((240/2))+4560+((240/2))+2*6.25*D 17 4.932.9板负筋[6:A~A]8(240-25-30)+15*D+885+(100-20)+6.25*D 8 1.32 4.17板负筋[6:A~A]8(100-20)+590+(100-20)70.75 2.07构造分布筋[A:6~6]6150+773+1503 1.070.71构造分布筋[A:6~7]6150+615+15040.920.81板负筋[8:A~B]10(100-20)+2040+(100-20)19 2.225.79构造分布筋[A:7~9]6150+2025+1508 2.33 4.13板负筋[9:B~A]8(100-20)+435+(240-25-30)+15*D+6.25*D 170.87 5.84构造分布筋[A:9~9]6150+2475+1502 2.78 1.23板底筋[4~6:B~B]8((240/2))+1560+((240/2))+2*6.25*D 10 1.97.51板负筋[4:A~B]8(100-20)+435+(240-25-30)+15*D+6.25*D 80.87 2.75板负筋[6:A~B]8(240-25-30)+15*D+795+(100-20)+6.25*D 19 1.239.23构造分布筋[B:5~4]6150+1188+1502 1.490.66构造分布筋[B:7~5]6150+1643+34*D 8 2. 3.55板底筋[1~2:B~B]8-20+1560-20+2*6.25*D 7 1.62 4.48板负筋[1:B~B]8(100-20)+610+(100-20)70.77 2.13构造分布筋[B:1~1]6150+872+15031.190.79编号:LB1相同构件:1 重量：1907.12[4~6:A~A]1907.12 * 1= 1907.12钢筋明细表工程名称:竣工后图形第1页共18页楼层:首层钢筋总重:4359.37构件：板本类构件：4359.37 16201620490019005908080590808061080808605107323252775148819971191112012080103012080915204080806708012067080120板底筋[2~4:C~C]8((240/2))+2760+((240/2))+2*6.25*D17 3.120.82板负筋[3:B~B]8(240-25-30)+15*D+885+(100-20)+6.25*D7 1.32 3.65 构造分布筋[B:2~1/3]6150+445+15040.750.66板负筋[4:C~B]8(100-20)+2040+(100-20)23 2.219.99构造分布筋[B:1/3~6]6150+1553+1508 1.85 3.29板底筋[4~8:C~C]8((240/2))+4560+((240/2))+2*6.25*D17 4.932.9板负筋[8:C~B]8(100-20)+2040+(100-20)23 2.219.99构造分布筋[B:7~9]6150+2010+1508 2.31 4.1板底筋[8~9:C~C]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[9:C~B]8(100-20)+435+(240-25-30)+15*D+6.25*D170.87 5.84 构造分布筋[B:9~9]6150+2460+1502 2.76 1.23板底筋[1~2:C~C]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75板负筋[1:B~C]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09板负筋[2:B~C]10(240-25-30)+15*D+795+(100-20)+6.25*D9 1.277.07构造分布筋[C:1/3~1]6150+1331+1508 1.66 2.94构造分布筋[C:1~1]6150+875+1502 1.180.52板底筋[1~2:C~C]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75板负筋[1:C~D]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09板负筋[2:C~D]10(240-25-30)+15*D+795+(100-20)+6.25*D9 1.277.07构造分布筋[C:1/3~1]634*D+1318+1508 1.65 2.92构造分布筋[C:1~1]6150+875+1502 1.180.52板底筋[2~4:C~C]8((240/2))+2760+((240/2))+2*6.25*D17 3.120.82板负筋[4:D~C]8(100-20)+2040+(100-20)23 2.219.99构造分布筋[D:1/3~6]6150+1560+1508 1.86 3.3板底筋[4~8:C~C]8((240/2))+4560+((240/2))+2*6.25*D17 4.932.9 490049001900190019003100310018532310276016581175117516451860112012080104315080104315080745204080802040808020408080670801206708012067080120板负筋[8:D~C]8(100-20)+2040+(100-20)23 2.219.99构造分布筋[C:7~9]6150+2010+1508 2.31 4.1板底筋[8~9:C~C]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[9:D~C]8(100-20)+435+(240-25-30)+15*D+6.25*D170.87 5.84 构造分布筋[D:9~9]6150+2460+1502 2.76 1.23板负筋[1:D~D]8(100-20)+690+(100-20)70.85 2.35板底筋[1~2:D~D]8-20+1560-20+2*6.25*D7 1.62 4.48构造分布筋[D:1~1]6150+857+1503 1.180.78板负筋[2:D~D]8(100-20)+666+(100-20)70.83 2.28板负筋[3:D~D]8(240-25-30)+15*D+885+(100-20)+6.25*D8 1.32 4.17构造分布筋[D:2~1/3]6150+700+1504 1.0.89构造分布筋[D:2~2]6150+857+1503 1.160.77板负筋[1:E~D]8(100-20)+570+(100-20)70.73 2.02板底筋[1~2:E~E]8-20+1560-20+2*6.25*D7 1.62 4.48构造分布筋[E:1~1]6150+824+1503 1.140.76板底筋[2~4:F~F]8((240/2))+2760+((240/2))+2*6.25*D17 3.120.82板负筋[2:E~D]8(100-20)+562+(100-20)70.72 2.板负筋[3:E~D]8(240-25-30)+15*D+885+(100-20)+6.25*D8 1.32 4.17构造分布筋[E:2~1/3]6150+700+1504 1.0.89构造分布筋[E:2~2]6150+1092+1503 1.390.93板负筋[4:F~D]10(100-20)+2040+(100-20)17 2.223.08构造分布筋[E:1/3~6]6150+1575+1508 1.88 3.33板底筋[4~8:E~E]8((240/2))+4560+((240/2))+2*6.25*D17 4.932.9板负筋[8:F~D]10(100-20)+2040+(100-20)17 2.223.08构造分布筋[E:7~9]6150+2025+1508 2.33 4.13 1620162049003100 690 8080 666 8080 570 8080 562 8080 2325 2310 2760 1175 1000 1000 1157 1142 1392 1875 1120 12080 1120 12080 2040 8080 2040 8080 2040 808080120板底筋[8~9:E~E]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[9:F~D]8(100-20)+435+(240-25-30)+15*D+6.25*D170.87 5.84 构造分布筋[E:9~9]6150+2475+1502 2.78 1.23板底筋[1~2:F~F]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75板负筋[1:F~E]8(240-25-30)+15*D+435+(100-20)+6.25*D90.87 3.09 构造分布筋[F:1~1/3]634*D+1318+1508 1.67 2.97构造分布筋[F:1~1]6150+890+1502 1.190.53板负筋[3:F~E]10(240-25-30)+15*D+795+(100-20)+6.25*D10 1.277.85板负筋[5:G~H]10(120-20)+1793+(100-20)10 1.9712.17板底筋[6~7:H~H]8((240/2))+2760+((240/2))+2*6.25*D8 3.19.8板负筋[7:H~G]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[G:7~8]6150+458+15040.760.67板底筋[7~10:G~H]8-20+3355+((240/2))+2*6.25*D8 3.5611.23板负筋[10:H~G]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[G:9~10]6150+225+15040.530.47板底筋[10~11:G~H]8((240/2))+3360+((240/2))+2*6.25*D8 3.711.69板负筋[11:H~G]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[H:11~11]6150+225+15040.530.47板底筋[11~12:H~H]8((240/2))+3360+((240/2))+2*6.25*D8 3.711.69板负筋[12:H~G]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[G:12~12]6150+225+15040.530.47板底筋[12~13:H~H]8((240/2))+3360+((240/2))+2*6.25*D8 3.711.69板负筋[13:H~G]8(100-20)+345+34*D80.7 2.2构造分布筋[G:13~13]6150+225+15020.530.23板底筋[13~14:H~H]8((240/2))+3360+((350/2))+2*6.25*D8 3.7611.87 1900190031003700 3700 3700 3755 560 8057 2775 1672 1190 1043 15080 1793 10080 758 525 525 525 525 670 80120 670 12080 1140 8080 1140 8080 1140 8080 1140板面筋[14:G~H]834*D+3360+34*D+2*6.25*D8 4.12.65板底筋[6~7:J~J]8((240/2))+2760+((240/2))+2*6.25*D7 3.18.57板面筋[6:H~J]8(240-25-30)+15*D+2760+(240-25-30)+15*D+2*6.25*D7 3.479.59板底筋[1~3:K~K]8-20+2360-20+2*6.25*D15 2.4214.34板负筋[1:K~J]8(100-20)+860+(100-20)15 1.02 6.04构造分布筋[J:1~1]6150+1930+1504 2.24 1.99板负筋[3:K~J]8(100-20)+860+(100-20)15 1.02 6.04构造分布筋[J:2~3]6150+2240+1504 2.57 2.28板底筋[3~5:K~K]8((240/2))+2760+((240/2))+2*6.25*D15 3.118.37板负筋[1/3:K~J]8(240-25-30)+15*D+735+(100-20)+6.25*D15 1.17 6.93构造分布筋[K:3~1/3]6150+1370+1503 1.67 1.11板负筋[5:K~J]8(100-20)+735+(240-25-30)+15*D+6.25*D15 1.17 6.93构造分布筋[K:4~6]6150+1370+1503 1.67 1.11板底筋[3~5:L~L]8-20+2760-20+2*6.25*D14 2.8215.59板负筋[1/3:K~M]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[L:3~1/3]6150+1643+1504 1.96 1.74板负筋[5:K~M]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[L:4~6]6150+1643+1504 1.96 1.74板底筋[7~8:M~M]8-20+1360-20+2*6.25*D8 1.42 4.49板负筋[7:M~L]8(100-20)+578+(100-20)80.74 2.33构造分布筋[L:7~7]6150+1069+1503 1.390.92板底筋[8~10:M~M]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[8:M~L]8(100-20)+597+(100-20)80.76 2.39板负筋[8:M~L]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75构造分布筋[L:8~9]6150+1125+34*D2 1.480.66 3100310024202820 1420 2100 860 8080 860 8080 960 8080 960 8080 578 8080 597 8080 2244 2567 1670 1670 1956 1956 1387 1479 670 12080 970 12080 970 80120 3947573230120120构造分布筋[M:8~8]6150+1314+1503 1.61 1.07板负筋[10:M~L]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[L:9~10]6150+1125+34*D4 1.48 1.31板底筋[10~11:M~M]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[10:M~L]8(100-20)+435+(240-25-30)+15*D+6.25*D80.87 2.75板负筋[11:M~L]8(100-20)+598+(100-20)80.76 2.4构造分布筋[L:10~11]6150+1125+34*D2 1.480.66构造分布筋[M:11~11]6150+1116+1503 1.420.94板底筋[11~11:M~M]8-20+1360-20+2*6.25*D8 1.42 4.49板负筋[11:M~L]8(100-20)+1040+(100-20)8 1.2 3.79构造分布筋[L:11~11]6150+1032+1505 1.34 1.49板底筋[11~11:M~M]8-20+1360-20+2*6.25*D8 1.42 4.49板底筋[11~12:M~M]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[11:M~L]8(100-20)+610+(100-20)80.77 2.43板负筋[12:M~L]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75 构造分布筋[L:11~12]6150+1125+34*D2 1.480.66构造分布筋[M:11~11]6150+1123+1503 1.420.95板负筋[12:M~L]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[L:12~12]6150+1125+34*D4 1.48 1.31板底筋[12~13:L~L]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[12:M~L]8(100-20)+435+(240-25-30)+15*D+6.25*D80.87 2.75板负筋[13:M~L]8(100-20)+466+(100-20)80.63 1.98构造分布筋[L:12~13]6150+1125+34*D2 1.480.66构造分布筋[M:13~13]6150+1199+1502 1.50.67板底筋[13~13:M~M]8-20+1360-20+2*6.25*D8 1.42 4.49 142014202100 2100 2100 610 8080 598 8080 466 8080 1479 1479 1479 1479 1479 1614 1416 1342 1423 1499 670 80120 670 80120 670 12080 1140 8080 1140 80808080板负筋[13:M~L]8(100-20)+627+(100-20)80.79 2.49构造分布筋[M:13~13]6150+1079+1503 1.420.94板负筋[A:4~6]8(100-20)+590+(100-20)80.75 2.37板负筋[A:6~8]8(240-25-30)+15*D+885+(100-20)+6.25*D14 1.327.3板负筋[A:8~9]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75构造分布筋[8:A~A]6150+225+15020.530.23板底筋[6~6:A~A]8-20+1260-20+2*6.25*D8 1.32 4.17板负筋[A:4~6]8(100-20)+590+(100-20)90.75 2.67构造分布筋[6:A~A]6150+830+1503 1.130.75构造分布筋[6:A~A]6150+1073+1503 1.390.93板底筋[7~7:A~B]8((240/2))+3360+((240/2))+2*6.25*D22 3.732.15构造分布筋[7:A~A]6150+975+1504 1.28 1.13板底筋[6~6:A~B]8((240/2))+1860+((240/2))+2*6.25*D8 2.2 6.95板负筋[A:6~4]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75 构造分布筋[6:A~B]6150+330+15020.630.28板负筋[B:2~1]8(100-20)+610+(100-20)80.77 2.43构造分布筋[2:B~B]6150+1316+1503 1.63 1.09板负筋[B:4~2]10(240-25-30)+15*D+915+(100-20)+6.25*D14 1.3912.03构造分布筋[1/3:B~B]6150+975+1504 1.28 1.13板负筋[B:4~6]8(100-20)+435+(240-25-30)+15*D+6.25*D80.87 2.75板负筋[B:4~8]8(100-20)+1990+(100-20)46 2.1539.07构造分布筋[6:B~B]634*D+1560+34*D2 1.970.87构造分布筋[7:B~B]634*D+3210+1508 3.54 6.28板负筋[B:9~8]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[8:B~B]6150+225+15040.530.47 3700132022005908080590808061080806278080141511301391127512751634196835371120120801163150805255256306708012067012080670120801140808019908080板底筋[2~2:B~B]8-20+1360-20+2*6.25*D 8 1.42 4.49板底筋[1/3~1/3:B~C]8((240/2))+3360+((240/2))+2*6.25*D 14 3.720.46板底筋[7~7:B~C]8((240/2))+3360+((240/2))+2*6.25*D 23 3.733.61板底筋[9~9:B~C]8((240/2))+3360+((240/2))+2*6.25*D 8 3.711.69板底筋[2~2:B~C]8((240/2))+1760+((240/2))+2*6.25*D 8 2.1 6.64板负筋[B:1~2]8(100-20)+610+(100-20)80.77 2.43板负筋[C:2~1]8(240-25-30)+15*D+435+(100-20)+6.25*D 80.87 2.75构造分布筋[1:B~B]6150+1436+1503 1.74 1.16构造分布筋[2:B~C]6150+330+15020.630.28板负筋[C:1~2]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[2:C~C]6150+330+15040.630.56板负筋[C:2~4]8(100-20)+2040+(100-20)19 2.216.51构造分布筋[1/3:C~C]634*D+1860+1508 2.21 3.93板负筋[C:4~8]8(100-20)+2040+(100-20)31 2.226.94构造分布筋[7:C~C]6150+2760+1508 3.06 5.43板负筋[C:9~8]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[9:C~C]6150+225+15040.530.47板底筋[2~2:C~D]8((240/2))+1760+((240/2))+2*6.25*D82.16.64板底筋[1/3~1/3:C~D]8((240/2))+3360+((240/2))+2*6.25*D 14 3.720.46板底筋[7~7:C~D]8((240/2))+3360+((240/2))+2*6.25*D 23 3.733.61板底筋[9~9:C~D]8((240/2))+3360+((240/2))+2*6.25*D 8 3.711.69板底筋[1~1:D~D]8-20+1360-20+2*6.25*D8 1.42 4.49板负筋[C:1~2]8(100-20)+435+(240-25-30)+15*D+6.25*D 80.87 2.75板负筋[D:1~2]8(100-20)+595+(100-20) 80.762.393700370037003700370037001420 142021002100610808059580801736 22143060525630630204080802040808067080120670120801140808011408080构造分布筋[2:C~D]6150+330+15020.630.28构造分布筋[2:D~D]6150+976+1503 1.280.85板负筋[D:1~2]8(100-20)+1040+(100-20)8 1.2 3.79构造分布筋[2:D~E]6150+949+1505 1.26 1.4板负筋[D:2~4]10(100-20)+2040+(100-20)14 2.219.构造分布筋[1/3:D~E]6150+975+1508 1.28 2.26板负筋[D:4~8]10(100-20)+2040+(100-20)23 2.231.22构造分布筋[7:D~E]6150+2760+1508 3.06 5.43板负筋[D:8~9]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[9:E~D]6150+225+15040.530.47板底筋[1~1:D~E]8-20+1360-20+2*6.25*D8 1.42 4.49板负筋[E:1~2]8(100-20)+644+(100-20)80.8 2.54构造分布筋[1:E~E]6150+1125+1503 1.430.95板底筋[1/3~1/3:D~F]8((240/2))+3360+((240/2))+2*6.25*D14 3.720.46[7~7:D~F]8((240/2))+3360+((240/2))+2*6.25*D23 3.733.61板底筋[9~8:D~F]8((240/2))+3360+((240/2))+2*6.25*D8 3.711.69板底筋[2~2:E~F]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[E:1~2]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75 构造分布筋[2:E~E]6150+1125+34*D2 1.480.66板负筋[F:1~2]8(100-20)+435+(240-25-30)+15*D+6.25*D80.87 2.75构造分布筋[2:F~F]6150+1125+34*D2 1.480.66板负筋[F:2~4]8(100-20)+885+(240-25-30)+15*D+6.25*D14 1.327.3构造分布筋[1/3:F~F]6150+1065+1504 1.37 1.21板负筋[F:4~8]8(100-20)+885+(240-25-30)+15*D+6.25*D23 1.3211.99构造分布筋[7:F~F]6150+2760+1504 3.06 2.72 37003700370014202100644808014791275306030601276126014251365112080120112080120525630204080802040808067080120670120801140808010408080板负筋[F:8~9]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75构造分布筋[9:F~F]6150+225+15020.530.23板底筋[6~6:G~H]8((240/2))+1560+((240/2))+2*6.25*D14 1.910.51板负筋[G:6~7]8(240-25-30)+15*D+435+(100-20)+6.25*D140.87 4.81 构造分布筋[6:G~G]6150+1480+1502 1.780.79板底筋[8~8:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:7~10]8(240-25-30)+15*D+435+(100-20)+6.25*D170.87 5.84 构造分布筋[8:G~G]6150+2460+1502 2.76 1.23板底筋[11~11:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:10~11]8(240-25-30)+15*D+435+(100-20)+6.25*D170.87 5.84构造分布筋[11:G~G]6150+2460+1502 2.76 1.23板底筋[12~12:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:11~12]8(240-25-30)+15*D+435+(100-20)+6.25*D170.87 5.84构造分布筋[G:11~12]6150+2460+1502 2.76 1.23板底筋[13~13:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:12~13]8(240-25-30)+15*D+435+(100-20)+6.25*D170.87 5.84构造分布筋[12:G~G]6150+2565+1502 2.87 1.27板底筋[14~14:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板面筋[13:G~14:H]8(240-25-30)+15*D+1560+(240-25-30)+15*D+2*6.25*D17 2.2715.24板底筋[7~7:H~J]8((240/2))+1260+((240/2))+2*6.25*D14 1.68.85板负筋[H:6~7]8(100-20)+435+34*D140.79 4.35板面筋[J:6~7]8(240-25-30)+15*D+1260+34*D+2*6.25*D14 1.9410.71构造分布筋[6:H~H]6150+1713+1503 2.03 1.35板负筋[H:7~10]10(100-20)+2040+(120-20)17 2.2223.29构造分布筋[8:G~J]6150+2018+1508 2.32 4.12 190019001900 1900 1900 1600 650 8057 2760 2760 2760 1780 2865 2031 2318 1760 12057 2040 80100 525 670 12080 670 12080 670 12080 670 12080 670 12080 6702030120120板负筋[H:10~11]8(100-20)+2040+(120-20)17 2.2214.91构造分布筋[10:G~J]6150+2010+1508 2.31 4.1板负筋[H:11~12]8(100-20)+2040+(120-20)17 2.2214.91构造分布筋[11:G~J]6150+2010+1508 2.31 4.1板负筋[H:12~13]10(100-20)+2040+(120-20)17 2.2223.29构造分布筋[13:G~J]6150+2070+1508 2.37 4.21板底筋[2~2:J~K]8-20+2860-20+2*6.25*D12 2.9213.84板负筋[J:1~3]8(100-20)+860+(100-20)12 1.02 4.83构造分布筋[2:J~J]6150+1430+1504 1.74 1.55板底筋[4~4:J~K]8-20+2890+((240/2))+2*6.25*D14 3.0917.09板负筋[J:3~5]12(240-25-30)+15*D+725+(100-20)+6.25*D19 1.2521.01 构造分布筋[4:J~J]6150+1290+1503 1.59 1.06板负筋[K:3~5]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[4:K~K]6150+1658+1504 1.99 1.76板负筋[K:1~3]8(100-20)+860+(100-20)12 1.02 4.83构造分布筋[2:K~K]6150+1740+1504 2.07 1.84板底筋[4~4:K~M]8-20+2790-20+2*6.25*D14 2.8515.76板负筋[K:5~3]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[4:K~L]6150+1680+1504 1.98 1.76板底筋[8~8:L~M]8-20+1560-20+2*6.25*D7 1.62 4.48板负筋[L:7~8]8(100-20)+636+(100-20)70.8 2.2构造分布筋[8:L~L]6150+897+1503 1.20.8板底筋[9~9:L~M]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75[10~10:L~M]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75板底筋[11~11:L~M]8-20+1560-20+2*6.25*D7 1.62 4.48 1620 16201900190029203090285086080808608080960808096080806368080231023102370174415901985206719801197204020408010020408010098518080板负筋[L:11~11]8(100-20)+586+(100-20)70.75 2.06构造分布筋[11:L~L]6150+855+1503 1.160.77板底筋[11~11:L~M]8-20+1560-20+2*6.25*D7 1.62 4.48板负筋[L:11~11]8(100-20)+523+(100-20)70.68 1.89构造分布筋[11:L~L]6150+847+1503 1.150.76板底筋[12~12:L~M]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75 板底筋[12~12:L~M]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75 板底筋[13~13:L~M]8-20+1560-20+2*6.25*D7 1.62 4.48板负筋[L:13~13]8(100-20)+602+(100-20)70.76 2.11构造分布筋[13:L~L]6150+952+1503 1.270.85板负筋[M:3~5]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[4:M~M]6150+1680+1504 2.01 1.78板负筋[M:7~8]8(100-20)+582+(100-20)70.74 2.05构造分布筋[8:M~M]634*D+1128+1503 1.460.98板负筋[M:8~10]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09构造分布筋[9:M~M]6150+875+1502 1.180.52板负筋[M:10~11]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09构造分布筋[10:M~M]6150+875+1502 1.180.52板负筋[M:11~11]8(100-20)+560+(100-20)70.72 1.99构造分布筋[11:M~M]6150+1107+34*D3 1.440.96板负筋[M:11~11]8(100-20)+612+(100-20)70.77 2.13构造分布筋[11:M~M]634*D+1103+1503 1.440.96板负筋[M:11~12]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09构造分布筋[12:M~M]6150+875+1502 1.180.52板负筋[M:12~13]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09 16201620190019009608080586808052380806028080582808056080806128080117511751175115511471270200714641443143967080120670801206708012067080120构造分布筋[12:M~M]6150+875+1502 1.180.52板负筋[M:13~13]8(100-20)+600+(100-20)70.76 2.1构造分布筋[13:M~M]6150+1156+34*D31.490.99板底筋[13~14:F~F]10-20+3419+6.25*D 18 3.4638.45板底筋[14~15:F~F]103419-20+6.25*D 18 3.4638.45板负筋[13:G~E]834*D+1732+(120-20)14 2.111.64板负筋[15:G~E]8(120-20)+1732+34*D14 2.111.64板底筋[1~5:H~H]8((240/2))+5360+((240/2))+2*6.25*D 16 5.736.02板负筋[1:J~G]8(240-25-30)+15*D+815+(120-20)+6.25*D 16 1.278.03构造分布筋[H:1~2]6150+1430+1504 1.73 1.54构造分布筋[H:4~6]6150+778+1508 1.08 1.91板底筋[14~15:H~H]8((350/2))+3195+((350/2))+2*6.25*D 8 3.6511.52板负筋[14:H~G]834*D+235+(120-20)+6.25*D 80.66 2.08构造分布筋[H:14~14]6150+225+15010.530.12板负筋[15:H~G]8(120-20)+1140+(120-20)8 1.34 4.23构造分布筋[H:15~15]6150+225+15040.530.47板底筋[15~16:H~H]8((350/2))+3250+((350/2))+2*6.25*D 8 3.711.69板负筋[16:H~G]8(120-20)+1907+(120-20)18 2.1114.98构造分布筋[H:16~16]6150+570+15080.87 1.55板底筋[16~17:J~J]8((350/2))+3250+((350/2))+2*6.25*D 49 3.771.61板负筋[17:L~G]8(120-20)+2040+(120-20)74 2.2465.48构造分布筋[J:17~17]6150+5660+1508 5.9610.59板底筋[17~18:J~J]8((350/2))+2950+((350/2))+2*6.25*D 41 3.455.06板负筋[18:L~G]12(120-20)+1900+(120-20)412.176.46[13~14:F~F]2019.56 * 1= 2019.56编号:LB2相同构件:1 重量：2019.56 370037003462 346257003645 340060080801175149217301078596019475710019471005752552587010501201001140100100190710010020401001001900100100557100构造分布筋[J:18~18]6150+5730+1508 6.0310.71板底筋[18~19:J~J]10((350/2))+2895+((350/2))+2*6.25*D37 3.3776.93板负筋[19:L~G]8(120-20)+705+34*D+6.25*D37 1.1316.47构造分布筋[J:19~19]6150+5730+1503 6.03 4.02板负筋[4:J~H]8(120-20)+815+(240-25-30)+15*D+6.25*D7 1.27 3.51构造分布筋[H:4~6]6150+655+15040.960.85板底筋[7~10:K~K]8((240/2))+3360+((240/2))+2*6.25*D28 3.740.92板负筋[7:L~H]8(240-25-30)+15*D+885+(120-20)+6.25*D28 1.3414.82 构造分布筋[J:7~8]6150+3775+1504 4.08 3.62板负筋[10:L~H]8(120-20)+2040+(120-20)56 2.2449.55构造分布筋[J:9~10]6150+3865+1508 4.177.4板底筋[10~11:J~J]8((240/2))+3360+((240/2))+2*6.25*D28 3.740.92板负筋[11:L~H]8(120-20)+2040+(120-20)37 2.2432.74构造分布筋[J:11~11]6150+3775+1508 4.087.24板底筋[11~12:J~J]8((240/2))+3360+((240/2))+2*6.25*D28 3.740.92板负筋[12:L~H]8(120-20)+2040+(120-20)56 2.2449.55构造分布筋[J:12~12]6150+3865+1508 4.177.4板底筋[12~13:J~J]8((240/2))+3360+((240/2))+2*6.25*D28 3.740.92板负筋[13:L~H]8(120-20)+885+(240-25-30)+15*D+6.25*D28 1.3414.82 构造分布筋[J:13~13]6150+3775+1504 4.08 3.62板底筋[14~15:J~J]8((350/2))+3195+((350/2))+2*6.25*D37 3.6553.27板负筋[14:L~H]834*D+775+(120-20)+6.25*D28 1.213.24构造分布筋[J:14~14]6150+3775+1504 4.08 3.62板负筋[15:L~H]12(120-20)+2040+(120-20)37 2.2473.6构造分布筋[J:15~15]6150+3775+1508 4.087.24 370037003700370036453370 6030 6030 4075 4075 4075 4075 4075 4165 4165 955 2040 100100 2040 100100 2040 100100 2040 100100 1050 100120 1120 120100 1120 100120 1027 100 1097 100板底筋[15~16:J~J]8((350/2))+3250+((350/2))+2*6.25*D31 3.745.31板负筋[16:L~H]8(120-20)+2040+(120-20)56 2.2449.55构造分布筋[J:16~16]6150+4223+1508 4.528.03板负筋[E:13~15]834*D+924+120-3*2035 1.2617.36板底筋[14~14:E~F]101378-20+6.25*D25 1.4221.92板面筋[F:13~14]834*D+1540+(120-20)+6.25*D25 1.9619.37板底筋[15~15:E~F]101702-20+6.25*D25 1.7526.92板面筋[F:14~15]834*D+1540+(120-20)+6.25*D25 1.9619.37板负筋[F:13~15]8(120-20)+1055+34*D35 1.4319.73板底筋[3~3:G~J]8((240/2))+3060+((240/2))+2*6.25*D36 3.448.35板负筋[G:1~5]8(240-25-30)+15*D+815+(120-20)+6.25*D27 1.2713.54 构造分布筋[3:G~H]6150+3715+1504 4.02 3.57板底筋[15~15:G~H]8((240/2))+1560+((240/2))+2*6.25*D16 1.912.01板负筋[G:14~15]8(240-25-30)+15*D+435+(120-20)+6.25*D160.89 5.62 构造分布筋[15:G~G]6150+2565+1502 2.87 1.27板底筋[16~16:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:15~16]8(240-25-30)+15*D+435+(120-20)+6.25*D170.89 5.98 构造分布筋[16:G~G]6150+2010+1502 2.31 1.03板底筋[17~17:G~L]8((240/2))+7360+((240/2))+2*6.25*D177.751.71板负筋[G:16~17]8(240-25-30)+15*D+885+(120-20)+6.25*D17 1.349. 构造分布筋[16:G~H]6150+1560+1504 1.86 1.65板底筋[18~18:G~L]8((240/2))+7360+((240/2))+2*6.25*D157.745.62板负筋[G:17~18]8(240-25-30)+15*D+815+(120-20)+6.25*D15 1.277.52构造分布筋[17:G~H]6150+1330+1504 1.63 1.45板底筋[18~18:G~L]8((240/2))+7360+((240/2))+2*6.25*D157.745.62 190019003700340014211745770077007700231018602865452340151630127010057670120100670120100105012010010501201002040100100112012010011768018621001862100板负筋[G:18~19]8(240-25-30)+15*D+815+(120-20)+6.25*D15 1.277.52 构造分布筋[18:G~H]6150+1415+1504 1.72 1.52板底筋[8~8:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板底筋[11~11:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板底筋[12~12:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板底筋[13~13:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板底筋[15~15:H~L]8((240/2))+5560+((240/2))+2*6.25*D16 5.937.29板负筋[H:14~15]10(120-20)+2040+(120-20)18 2.2424.88构造分布筋[15:G~J]6150+2070+1508 2.37 4.21板底筋[16~16:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板负筋[H:15~16]8(120-20)+2040+(120-20)22 2.2419.47构造分布筋[16:G~J]6150+1785+1508 2.09 3.7板负筋[J:1~3]8(120-20)+815+(240-25-30)+15*D+6.25*D13 1.27 6.52构造分布筋[2:H~J]6150+1785+1504 2.09 1.85板负筋[J:3~5]12(120-20)+725+(240-25-30)+15*D+6.25*D19 1.2721.34构造分布筋[4:H~J]6150+1945+1503 2.25 1.5板负筋[L:7~8]8(120-20)+885+(240-25-30)+15*D+6.25*D8 1.34 4.23构造分布筋6150+715+1504 1.020.9板负筋[L:8~10]10(120-20)+795+(240-25-30)+15*D+6.25*D9 1.297.18构造分布筋[9:K~M]6150+1310+34*D8 1.66 2.96板负筋[L:11~10]8(120-20)+795+(240-25-30)+15*D+6.25*D10 1.25 4.94构造分布筋[10:K~M]6150+1310+34*D8 1.66 2.96板负筋[L:11~11]8(120-20)+885+(240-25-30)+15*D+6.25*D8 1.34 4.23构造分布筋[11:K~L]6150+700+1504 1.0.89板负筋[L:11~11]8(120-20)+885+(240-25-30)+15*D+6.25*D8 1.34 4.23 59005900590059005900590010002370171520852085101516641664985100180105012010020401001002040100100105010012011201001201120100120112010012010431001501030100120构造分布筋[11:K~L]6150+700+1504 1.0.89板负筋[L:11~12]8(120-20)+795+(240-25-30)+15*D+6.25*D 10 1.25 4.94构造分布筋[12:K~M]6150+1310+34*D8 1.66 2.96板负筋[L:12~13]10(120-20)+795+(240-25-30)+15*D+6.25*D 9 1.297.18构造分布筋[12:K~M]6150+1310+34*D8 1.66 2.96板负筋[L:13~13]8(120-20)+885+(240-25-30)+15*D+6.25*D 8 1.34 4.23构造分布筋[13:K~L]6150+715+1504 1.020.9板负筋[L:14~15]8(120-20)+885+(240-25-30)+15*D+6.25*D 16 1.348.47构造分布筋[14:K~L]6150+1575+1504 1.88 1.67板负筋[L:15~16]8(120-20)+885+(240-25-30)+15*D+6.25*D 17 1.349.构造分布筋[16:K~L]6150+1560+1504 1.86 1.65板负筋[L:16~17]8(120-20)+885+(240-25-30)+15*D+6.25*D 17 1.349.构造分布筋[17:K~L]6150+1560+1504 1.86 1.65板负筋[L:17~18]8(120-20)+815+(240-25-30)+15*D+6.25*D 15 1.277.52构造分布筋[18:K~L]6150+1330+1504 1.63 1.45板负筋[L:18~19]8(120-20)+815+(240-25-30)+15*D+6.25*D 15 1.277.52构造分布筋[18:K~L]6150+1415+15041.721.52板面筋[13:E~G]8(120-20)+3929+34*D+6.25*D 18 4.3530.94板底筋[13~15:E~E]10-20+4787-20+2*6.25*D 10 4.8730.06板面筋[14:E~F]8(120-20)+3800+(120-20)10 4.15.8板面筋[15:E~G]834*D+3929+(120-20)+6.25*D18 4.3530.94板底筋[13~15:F~F]8((240/2))+6960+((240/2))+2*6.25*D 187.351.9板底筋[13~15:F~F]10-20+4787-20+2*6.25*D 13 4.8739.08板面筋[14:F~G]8(120-20)+3800+(120-20)134.20.54编号:WB1相同构件:1 重量：432.7 [13:E~G]432.7 * 1= 432.7 487248727300 186018601000187516301715 101516641664105010012010501001201120100120112010012011201001201120100120104310015010301001203800100100380010010042511004251100板底筋[14~14:E~E]10-20+1740-20+2*6.25*D49 1.8355.18板底筋[14~14:E~G]8((240/2))+3225+34*D+2*6.25*D39 3.7257.26板面筋[F:13~15]834*D+1836+(120-20)+6.25*D48 2.2642.81板底筋[14~14:F~G]10((240/2))+1740-20+2*6.25*D48 1.9758.2 182519652101571003576141。
钢筋重量标准对照表
钢筋重量标准对照表钢筋是建筑工程中常用的一种材料，它的质量直接影响着建筑物的安全性和稳定性。
因此，对于钢筋的重量标准，建筑行业和相关领域都有着严格的规定和要求。
本文将针对钢筋重量标准进行对照表的详细介绍，以便于大家在实际应用中能够准确地选择和使用钢筋材料。
1. HRB335级钢筋。
HRB335级钢筋是建筑中常用的一种钢筋材料，其直径和重量的对照表如下：直径（mm）重量（kg/m）。
6 0.222。
8 0.395。
10 0.617。
12 0.888。
14 1.208。
16 1.578。
18 1.998。
20 2.466。
22 2.984。
25 3.853。
28 4.834。
32 6.313。
2. HRB400级钢筋。
HRB400级钢筋是另一种常用的钢筋材料，其直径和重量的对照表如下：直径（mm）重量（kg/m）。
6 0.222。
8 0.395。
10 0.617。
12 0.888。
14 1.208。
16 1.578。
18 1.998。
20 2.466。
22 2.984。
25 3.853。
28 4.834。
32 6.313。
3. HRB500级钢筋。
HRB500级钢筋是一种高强度的钢筋材料，其直径和重量的对照表如下：直径（mm）重量（kg/m）。
6 0.222。
8 0.395。
10 0.617。
12 0.888。
14 1.208。
16 1.578。
18 1.998。
20 2.466。
22 2.984。
25 3.853。
28 4.834。
32 6.313。
通过以上对照表，我们可以清晰地了解不同级别的钢筋在不同直径下的重量标准，这对于工程设计和施工过程中的钢筋选材和使用都具有重要的指导意义。
在实际应用中，我们需要根据具体的工程要求和设计标准来选择合适的钢筋材料，以确保建筑物的结构安全和稳定。
总结。
钢筋重量标准对照表是建筑工程中必不可少的参考资料，它直接关系到建筑物的结构安全和稳定性。
因此，在选择和使用钢筋材料时，我们务必要严格按照相关标准和要求进行，以确保工程质量和施工安全。
钢筋明细表
筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg 构件数量：1SLJ-1.1126550-15-1566 6.5239.1234.731SLJ-1.2124200-15-158383 4.17346.11307.283SLJ-1.312492-15-15110.4620.4620.41SLJ-1.4122165-15-1511 2.135 2.135 1.895SLJ-1.5123838-15-1511 3.808 3.808 3.381SLJ-1.6125800-15-152222 5.77126.94112.7SLJ-1.7124675-15-156666 4.645306.57272.178SLJ-1.8123225-15-151111 3.19535.14531.202SLJ-1.91211650-15-15+4683312.08836.26432.196SLJ-1.101240700-15-15+2340212143.01903.21801.886SLJ-1.111238228-15-15+23401140.53840.53835.99SLJ-1.121215450-15-15+4682215.88831.77628.211SLJ-1.13128920-15-15+468119.3589.3588.308SLJ-1.14128661-15-15+468119.0999.0998.078SLJ-1.15126275-15-151111 6.24568.69560.989SLJ-1.16126000-15-1533 5.9717.9115.901构件位置：<2+1875,B+175><8-750,B+175>;<1,D-4111><8-1325,D-4111>楼层名称：基础层（绘图输入）钢筋总重：63421.67Kg 构件名称：B-1[16935]本构件钢筋重：18099.913KgSLJ-1.17124626-15-1511 4.596 4.596 4.08 SLJ-1.18122953-15-1511 2.923 2.923 2.595 SLJ-1.19121279-15-1511 1.249 1.249 1.109 SLJ-1.20126475-15-152626 6.445167.57148.772 SLJ-1.21125150-15-15119119 5.12609.28540.93 SLJ-1.22122975-15-1566 2.94517.6715.688 SLJ-1.23122225-15-1599 2.19519.75517.539 SLJ-1.24122977-15-1511 2.947 2.947 2.616 SLJ-1.25122981-15-1511 2.951 2.951 2.62 SLJ-1.26122985-15-1511 2.955 2.955 2.624 SLJ-1.27122989-15-1511 2.959 2.959 2.627 SLJ-1.28122993-15-1511 2.963 2.963 2.631 SLJ-1.29122997-15-1511 2.967 2.967 2.634 SLJ-1.30123001-15-1511 2.971 2.971 2.638 SLJ-1.311249180-15-15+28081151.95851.95846.129 SLJ-1.321249184-15-15+28081151.96251.96246.133 SLJ-1.331249188-15-15+28081151.96651.96646.136 SLJ-1.341249192-15-15+28081151.9751.9746.14SLJ-1.351249196-15-15+28081151.97451.97446.143 SLJ-1.361244150-15-15+23402246.4692.9282.496 SLJ-1.37126825-15-1566 6.79540.7736.196 SLJ-1.38124965-15-1511 4.935 4.935 4.381 SLJ-1.39126875-15-1566 6.84541.0736.463 SLJ-1.40124594-15-1511 4.564 4.564 4.052 SLJ-1.41124223-15-1511 4.193 4.193 3.723 SLJ-1.42123853-15-1511 3.823 3.823 3.394 SLJ-1.43123482-15-1511 3.452 3.452 3.065 SLJ-1.44123111-15-1511 3.081 3.081 2.735 SLJ-1.45122741-15-1511 2.711 2.711 2.407 SLJ-1.46125159-15-1511 5.129 5.129 4.554 SLJ-1.47122370-15-1511 2.34 2.34 2.077 SLJ-1.48125170-15-1511 5.14 5.14 4.563 SLJ-1.49121999-15-1511 1.969 1.969 1.748 SLJ-1.50125181-15-1511 5.151 5.151 4.573 SLJ-1.51121004-15-15110.9740.9740.865 SLJ-1.52125193-15-1511 5.163 5.163 4.584SLJ-1.53126928-15-1511 6.898 6.898 6.124 SLJ-1.54126932-15-1511 6.902 6.902 6.128 SLJ-1.55126935-15-1511 6.905 6.905 6.13 SLJ-1.56126939-15-1511 6.909 6.909 6.134 SLJ-1.57126942-15-1511 6.912 6.912 6.137 SLJ-1.58127572-15-15117.5427.542 6.696 SLJ-1.59127581-15-15117.5517.551 6.704 SLJ-1.60127591-15-15117.5617.561 6.713 SLJ-1.61127601-15-15117.5717.571 6.722 SLJ-1.62127610-15-15117.587.58 6.73 SLJ-1.63127620-15-15117.597.59 6.739 SLJ-1.64127630-15-15117.67.6 6.747 SLJ-1.65127639-15-15117.6097.609 6.755 SLJ-1.66127649-15-15117.6197.619 6.764 SLJ-1.67127658-15-15117.6287.628 6.772 SLJ-1.68126980-15-1511 6.95 6.95 6.17 SLJ-1.69126984-15-1511 6.954 6.954 6.174 SLJ-1.70126987-15-1511 6.957 6.957 6.177SLJ-1.71126991-15-1511 6.961 6.961 6.18 SLJ-1.72126994-15-1511 6.964 6.964 6.183 SLJ-1.73126998-15-1511 6.968 6.968 6.186 SLJ-1.74127001-15-1511 6.971 6.971 6.189 SLJ-1.75127005-15-1511 6.975 6.975 6.193 SLJ-1.76127008-15-1511 6.978 6.978 6.195 SLJ-1.77127012-15-1511 6.982 6.982 6.199SLJ-1.78123840-15+max(250/2,5*d)11 3.95 3.95 3.507SLJ-1.79121175+max(250/2,5*d)-1588 1.28510.289.127SLJ-1.80123843-15+max(250/2,5*d)11 3.953 3.953 3.51SLJ-1.81123847-15+max(250/2,5*d)11 3.957 3.957 3.513SLJ-1.82121975-15+max(250/2,5*d)55 2.08510.4259.255SLJ-1.1121144-15-1511 1.114 1.1140.989 SLJ-1.2125036-15-1511 5.006 5.006 4.444 SLJ-1.3125150-15-154949 5.12250.88222.736 SLJ-1.4121325-15-151212 1.29515.5413.797 SLJ-1.5121920-15-1511 1.89 1.89 1.678 SLJ-1.6126477-15-1511 6.447 6.447 5.724SLJ-1.7122111-15-1511 2.081 2.081 1.848 SLJ-1.8126562-15-1511 6.532 6.532 5.799 SLJ-1.9122303-15-1511 2.273 2.273 2.018 SLJ-1.10126639-15-1511 6.609 6.609 5.868 SLJ-1.11122494-15-1511 2.464 2.464 2.188 SLJ-1.12126667-15-1511 6.637 6.637 5.892 SLJ-1.13122685-15-1511 2.655 2.655 2.357 SLJ-1.14126694-15-1511 6.664 6.664 5.916 SLJ-1.15122877-15-1511 2.847 2.847 2.528 SLJ-1.16126722-15-1511 6.692 6.692 5.941 SLJ-1.17123068-15-1511 3.038 3.038 2.697 SLJ-1.18126749-15-1511 6.719 6.719 5.965 SLJ-1.19123259-15-1511 3.229 3.229 2.867 SLJ-1.20126777-15-1511 6.747 6.747 5.99 SLJ-1.211211900-15-15+4689912.338111.04298.585 SLJ-1.22123451-15-1511 3.421 3.421 3.037 SLJ-1.23126804-15-1511 6.774 6.774 6.014 SLJ-1.24123642-15-1511 3.612 3.612 3.207SLJ-1.25126832-15-1511 6.802 6.802 6.039 SLJ-1.26123833-15-1511 3.803 3.803 3.376 SLJ-1.27126860-15-1511 6.83 6.83 6.064 SLJ-1.28124051-15-1511 4.021 4.021 3.57 SLJ-1.29126875-15-1577 6.84547.91542.54 SLJ-1.30124287-15-1511 4.257 4.257 3.779 SLJ-1.31126878-15-1511 6.848 6.848 6.08 SLJ-1.32124523-15-1511 4.493 4.493 3.989 SLJ-1.33127544-15-15227.51415.02813.342 SLJ-1.34124760-15-1511 4.73 4.73 4.199 SLJ-1.35127559-15-15117.5297.529 6.684 SLJ-1.36124996-15-1511 4.966 4.966 4.409 SLJ-1.37127556-15-15117.5267.526 6.682SLJ-1.3812770-15+max(250/2,5*d)110.880.880.781SLJ-1.39125232-15-1511 5.202 5.202 4.618 SLJ-1.40127553-15-15117.5237.523 6.679SLJ-1.411216250-15+max(250/2,5*d)+9367717.296121.072107.49SLJ-1.42124000+max(250/2,5*d)-1577 4.1128.7725.543SLJ-1.43125468-15-1511 5.438 5.438 4.828 SLJ-1.44127550-15-15117.527.52 6.676 SLJ-1.45125705-15-1511 5.675 5.675 5.038 SLJ-1.46127547-15-15117.5177.517 6.674 SLJ-1.47125941-15-1511 5.911 5.911 5.248 SLJ-1.48126177-15-1511 6.147 6.147 5.457 SLJ-1.49127541-15-15117.5117.511 6.668 SLJ-1.50126413-15-1511 6.383 6.383 5.667 SLJ-1.51127538-15-15117.5087.508 6.666 SLJ-1.52126649-15-1511 6.619 6.619 5.876 SLJ-1.53127535-15-15117.5057.505 6.663 SLJ-1.54126886-15-1511 6.856 6.856 6.087 SLJ-1.55126909-15-1511 6.879 6.879 6.107 SLJ-1.56121325-15-15+200-2*151111 1.46516.11514.307SLJ-1.57125150-15+200-2*15-15+200-2*15335335 5.461829.11623.907SLJ-1.58122275-15+200-2*15+max(250/2,5*d)44 2.55510.229.073SLJ-1.5912875+max(250/2,5*d)-15440.985 3.94 3.498SLJ-1.60127122-15-15117.0927.092 6.296SLJ-1.61126912-15-1511 6.882 6.882 6.11 SLJ-1.62127358-15-15117.3287.328 6.506 SLJ-1.63126915-15-1511 6.885 6.885 6.113 SLJ-1.64127594-15-15117.5647.564 6.715 SLJ-1.65126918-15-1511 6.888 6.888 6.115 SLJ-1.66127830-15-15117.87.8 6.925 SLJ-1.67126921-15-1511 6.891 6.891 6.118 SLJ-1.68125150-15+200-2*15-152525 5.29132.25117.414 SLJ-1.69128067-15-15+468118.5058.5057.551 SLJ-1.70126924-15-1511 6.894 6.894 6.121 SLJ-1.71126275-15-151818 6.245112.4199.8 SLJ-1.72125200-15-1555 5.1725.8522.95 SLJ-1.73125150-15-15+200-2*154040 5.29211.6187.862SLJ-1.74124775+max(250/2,5*d)-1522 4.8859.778.674SLJ-1.751213675+max(250/2,5*d)-15+4685514.25371.26563.27SLJ-1.76126825-15-1555 6.79533.97530.164SLJ-1.771250950+max(250/2,5*d)-15+28084453.868215.472191.3SLJ-1.781257953-15-15+32761161.19961.19954.334SLJ-1.791258044-15-15+32761161.2961.2954.414 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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。
钢筋厂家根数长度明细表
7.85g/cm3 7850kg/m3
C12钢筋理论长度 48工地钢管 3.14/4*12*12*7.85/1000=0.00616225*d*d (外径-壁厚)*壁厚*0.02466=（48-3.5）*3.5*0.02466=kg/m
直径48mm，壁厚3.5mm的钢管3.84公斤/米，一吨约合260米；一般租赁到的都是不足厚的基本是3.25mm 算法是263米一顿，也就是3.8公斤/米。
0.887364 KG/M 3.840795 KG/M
不足厚的基本是3.25mm厚，习惯
二级螺纹12 三级螺纹14 三级螺纹16 三级螺纹18 三级螺纹20 三级螺纹22 三级螺纹25 三级螺纹28 三级螺纹32 1件*75支*12米 1件*60支*12米 1件*50支*12米 3.4706 3.4828 3.7908 1件*160支*9米 3.5539
1件*160支*9m 1件*100支*12m 1件*80支*12m 1件*60支*12m 1件*45支*12米
钢筋厂家根数长度明细表
厂家 型号
酒钢 每件根数长度 每件重量
敬业 每件根数长度 每件量
包钢 每件根数长度 1件*320支*9m 1件*240支*9m 1件*160支*12m 1件*125支*12m 每件重量 2.5588 2.6121 3.0327 2.9986 3.5539 3.5835 3.7020 3.4828 3.4118
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)