57163_25319_构件钢筋明细表

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>。

筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg 构件数量：1B边插筋.1254420/3+2000+600-40+max(8*d,150)66 4.23325.39897.868H边插筋.1254420/3+2000+600-40+max(8*d,150)66 4.23325.39897.868角筋插筋.1254420/3+2000+600-40+max(8*d,150)44 4.23316.93265.245箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.46161.36224.213构件数量：1B边插筋.1254470/3+2000+600-40+max(8*d,150)66 4.2525.598.261H边插筋.1254470/3+2000+600-40+max(8*d,150)66 4.2525.598.261角筋插筋.1254470/3+2000+600-40+max(8*d,150)44 4.251765.507箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.46161.36224.213构件数量：1B边插筋.1254470/3+2000+600-40+max(8*d,150)66 4.2525.598.261H边插筋.1254470/3+2000+600-40+max(8*d,150)66 4.2525.598.261角筋插筋.1254470/3+2000+600-40+max(8*d,150)44 4.251765.507箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.46161.36224.213构件数量：2构件名称：KZD1-1[86]本构件钢筋重：301.802Kg 构件位置：<14,C>构件名称：KZD1-1[87]本构件钢筋重：302.85Kg 楼层名称：基础层（绘图输入）钢筋总重：54361.908Kg 构件名称：KZD2-1[89]本构件钢筋重：288.517Kg构件位置：<14+24,1+225>构件名称：KZD2-1[88]本构件钢筋重：302.85Kg 构件位置：<14,1>B边插筋.1254470/3+1400+1200-40+max(6*d,150)612 4.250.4194.21H边插筋.1254470/3+1400+1200-40+max(6*d,150)612 4.250.4194.21角筋插筋.1254470/3+1400+1200-40+max(6*d,150)48 4.233.6129.473箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)1734 1.8362.2224.551箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)3060 1.46187.6634.589构件数量：5B边插筋.1254420/3+2000+600-40+max(8*d,150)630 4.233126.99489.34H边插筋.1254420/3+2000+600-40+max(8*d,150)630 4.233126.99489.34角筋插筋.1254420/3+2000+600-40+max(8*d,150)420 4.23384.66326.227箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)23115 1.83210.4583.041箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)42210 1.461306.81121.063构件数量：1B边插筋.1224420/3+2000+600-40+max(8*d,150)44 4.20916.83650.24H边插筋.1224420/3+2000+600-40+max(8*d,150)44 4.20916.83650.24角筋插筋.1254420/3+2000+600-40+max(8*d,150)44 4.23316.93265.245箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/3*1+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.33856.19622.174构件数量：1构件位置：<18-418,1-224>;<18-422,1+225>构件名称：KZD2-1[90]本构件钢筋重：301.802Kg构件名称：KZD4-1[97]本构件钢筋重：223.052Kg构件位置：<15+167,1+324>构件位置：<18-418,J>;<18-418,H+124>;<18-418,H-8000>;<18-418,C-125>;<18-422,B>构件名称：KZD3-1[96]本构件钢筋重：204.507Kg 构件位置：<14,H>B边插筋.1254470/3+1400+1200-40+max(6*d,150)66 4.225.297.105H边插筋.1254470/3+1400+1200-40+max(6*d,150)22 4.28.432.368角筋插筋.1254470/3+1400+1200-40+max(6*d,150)44 4.216.864.737箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)1717 1.8331.1112.276箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)1515 1.46121.9158.647箍筋.382*(((450-2*20-2*d-25)/3*1+25+2*d)+(450-2*20))+2*(11.9*d)1515 1.33820.077.919构件数量：1B边插筋.1254420/3+1400+1200-40+max(6*d,150)66 4.18325.09896.712H边插筋.1254420/3+1400+1200-40+max(6*d,150)66 4.18325.09896.712角筋插筋.1254420/3+1400+1200-40+max(6*d,150)44 4.18316.73264.475箍筋.182*((600-2*20)+(600-2*20))+2*(11.9*d)1717 2.4341.3116.3箍筋.282*(((600-2*20-2*d-25)/4*2+25+2*d)+(600-2*20))+2*(11.9*d)3030 1.91157.3322.622构件数量：1B边插筋.1254420/3+1400+1200-40+max(6*d,150)66 4.18325.09896.712H边插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929角筋插筋.1254420/3+1400+1200-40+max(6*d,150)44 4.18316.73264.475箍筋.182*((600-2*20)+(600-2*20))+2*(11.9*d)1717 2.4341.3116.3箍筋.282*(((600-2*20-2*d-25)/4*2+25+2*d)+(600-2*20))+2*(11.9*d)1515 1.91128.66511.311箍筋.382*(((600-2*20-2*d-25)/3*1+25+2*d)+(600-2*20))+2*(11.9*d)1515 1.73826.0710.287构件名称：KZD5-1[98]本构件钢筋重：296.821Kg构件位置：<17+174,E+7974>构件名称：KZD7-1[99]本构件钢筋重：249.014Kg构件位置：<15+174,D-24>构件数量：3B边插筋.1224420/3+1400+1200-40+max(6*d,150)412 4.18350.196149.788H边插筋.1224420/3+1400+1200-40+max(6*d,150)412 4.18350.196149.788角筋插筋.1254420/3+1400+1200-40+max(6*d,150)412 4.18350.196193.424箍筋.182*((600-2*20)+(600-2*20))+2*(11.9*d)1751 2.43123.9348.901箍筋.282*(((600-2*20-2*d-25)/3*1+25+2*d)+(600-2*20))+2*(11.9*d)3090 1.738156.4261.721构件数量：1B边插筋.1254470/3+2000+600-40+max(8*d,150)66 4.2525.598.261H边插筋.1254470/3+2000+600-40+max(8*d,150)66 4.2525.598.261角筋插筋.1254470/3+2000+600-40+max(8*d,150)44 4.251765.507箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/4*2+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.46161.36224.213构件数量：1B边插筋.1224470/3+2000+600-40+max(8*d,150)44 4.22616.90450.442H边插筋.1224470/3+2000+600-40+max(8*d,150)44 4.22616.90450.442角筋插筋.1254470/3+2000+600-40+max(8*d,150)44 4.251765.507箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/3*1+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.33856.19622.174构件数量：1构件名称：KZD8-1[100]本构件钢筋重：201.207Kg 构件位置：<15+174,H-8025>;<15+174,E+7974>;<15+174,E-24>构件名称：KZD10-1[103]本构件钢筋重：302.85Kg 构件名称：KZD13-1[105]本构件钢筋重：312.465Kg构件位置：<17+166,H+149>构件位置：<15,1>构件名称：KZD11-1[104]本构件钢筋重：205.175Kg 构件位置：<17+174,1+324>B边插筋.1254420/3+1400+1200-40+max(6*d,150)1010 4.18341.83161.187H边插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929角筋插筋.1254420/3+1400+1200-40+max(6*d,150)44 4.18316.73264.475箍筋.182*((600-2*20)+(600-2*20))+2*(11.9*d)1717 2.4341.3116.3箍筋.282*(((600-2*20-2*d-25)/6*2+25+2*d)+(600-2*20))+2*(11.9*d)1515 1.73826.0710.287箍筋.382*(((600-2*20-2*d-25)/3*1+25+2*d)+(600-2*20))+2*(11.9*d)1515 1.73826.0710.287构件数量：1B边插筋.1254420/3+1400+1200-40+max(6*d,150)1010 4.18341.83161.187H边插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929角筋插筋.1254420/3+1400+1200-40+max(6*d,150)44 4.18316.73264.475箍筋.182*((600-2*20)+(600-2*20))+2*(11.9*d)1717 2.4341.3116.3箍筋.282*(((600-2*20-2*d-25)/6*2+25+2*d)+(600-2*20))+2*(11.9*d)1515 1.73826.0710.287箍筋.382*(((600-2*20-2*d-25)/3*1+25+2*d)+(600-2*20))+2*(11.9*d)1515 1.73826.0710.287构件数量：1B边插筋.1224470/3+2000+600-40+max(8*d,150)44 4.22616.90450.442H边插筋.1224470/3+2000+600-40+max(8*d,150)44 4.22616.90450.442角筋插筋.1254470/3+2000+600-40+max(8*d,150)44 4.251765.507箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)2323 1.8342.0916.608箍筋.282*(((450-2*20-2*d-25)/3*1+25+2*d)+(450-2*20))+2*(11.9*d)4242 1.33856.19622.174构件名称：KZD15-1[106]本构件钢筋重：312.465Kg构件位置：<17+174,E-25>构件名称：KZD16-1[107]本构件钢筋重：205.175Kg构件位置：<17,1>构件数量：2B边插筋.1224520/3+1400+1200-40+max(6*d,150)48 4.21733.736100.67H边插筋.1224520/3+1400+1200-40+max(6*d,150)48 4.21733.736100.67角筋插筋.1254520/3+1400+1200-40+max(6*d,150)48 4.21733.736129.997箍筋.182*((450-2*20)+(450-2*20))+2*(11.9*d)1734 1.8362.2224.551箍筋.282*(((450-2*20-2*d-25)/3*1+25+2*d)+(450-2*20))+2*(11.9*d)3060 1.33880.2831.677构件数量：3B边插筋.1204420/3+2000+600-40+max(6*d,150)618 4.18375.294185.687H边插筋.1204420/3+2000+600-40+max(6*d,150)618 4.18375.294185.687角筋插筋.1224420/3+2000+600-40+max(8*d,150)412 4.20950.508150.719箍筋.1102*((450-2*20)+(450-2*20))+2*(11.9*d)2369 1.878129.58279.892箍筋.2102*(((450-2*20-2*d-22)/4*2+22+2*d)+(450-2*20))+2*(11.9*d)42126 1.51190.26117.303构件数量：3B边插筋.1204420/3+1400+1200-40+max(6*d,150)618 4.18375.294185.687H边插筋.1204420/3+1400+1200-40+max(6*d,150)618 4.18375.294185.687角筋插筋.1224420/3+1400+1200-40+max(6*d,150)412 4.18350.196149.788箍筋.1102*((550-2*20)+(550-2*20))+2*(11.9*d)1751 2.278116.17871.628箍筋.2102*(((550-2*20-2*d-22)/4*2+22+2*d)+(550-2*20))+2*(11.9*d)3090 1.81162.9100.434构件数量：1构件名称：KZD16-1[108]本构件钢筋重：193.783Kg 构件位置：<18-419,E+7999>;<18-418,E>构件名称：KZD2*[110]本构件钢筋重：239.763Kg 构件名称：KZD9*[116]本构件钢筋重：231.075Kg构件位置：<15,H>构件位置：<14,J>;<18-418,D>;<14,B>构件名称：KZD5*[113]本构件钢筋重：231.075Kg 构件位置：<15,J>;<17,J>;<15,B>B边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896H边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896角筋插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929箍筋.1102*((550-2*20)+(550-2*20))+2*(11.9*d)1717 2.27838.72623.876箍筋.2102*(((550-2*20-2*d-22)/4*2+22+2*d)+(550-2*20))+2*(11.9*d)3030 1.8154.333.478构件数量：1B边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896H边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896角筋插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929箍筋.1102*((550-2*20)+(550-2*20))+2*(11.9*d)1717 2.27838.72623.876箍筋.2102*(((550-2*20-2*d-22)/4*2+22+2*d)+(550-2*20))+2*(11.9*d)3030 1.8154.333.478构件数量：1B边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896H边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896角筋插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929箍筋.1102*((550-2*20)+(550-2*20))+2*(11.9*d)1717 2.27838.72623.876箍筋.2102*(((550-2*20-2*d-22)/4*2+22+2*d)+(550-2*20))+2*(11.9*d)3030 1.8154.333.478构件数量：1B边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896构件名称：KZD15*[117]本构件钢筋重：231.075Kg 构件名称：KZD6*[119]本构件钢筋重：231.075Kg构件位置：<15,C>构件位置：<17+174,H-8000>构件名称：KZD14*[118]本构件钢筋重：231.075Kg 构件位置：<17,D>H边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896角筋插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929箍筋.1102*((550-2*20)+(550-2*20))+2*(11.9*d)1717 2.27838.72623.876箍筋.2102*(((550-2*20-2*d-22)/4*2+22+2*d)+(550-2*20))+2*(11.9*d)3030 1.8154.333.478构件数量：1B边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896H边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896角筋插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929箍筋.1102*((450-2*20)+(450-2*20))+2*(11.9*d)1717 1.87831.92619.684箍筋.2102*(((450-2*20-2*d-22)/4*2+22+2*d)+(450-2*20))+2*(11.9*d)3030 1.5145.327.929构件数量：1B边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896H边插筋.1204420/3+1400+1200-40+max(6*d,150)66 4.18325.09861.896角筋插筋.1224420/3+1400+1200-40+max(6*d,150)44 4.18316.73249.929箍筋.1102*((550-2*20)+(550-2*20))+2*(11.9*d)1717 2.27838.72623.876箍筋.2102*(((550-2*20-2*d-22)/4*2+22+2*d)+(550-2*20))+2*(11.9*d)3030 1.8154.333.478构件数量：1插筋.1163100-500+10*d 44 2.7611.0417.425构造柱预留筋.116500+38*d 44 1.108 4.432 6.995构件名称：KZD13*[120]本构件钢筋重：221.333Kg 构件名称：GZ-1[3601]本构件钢筋重：36.921Kg 构件位置：<16-2500,H+2498>构件位置：<17,C>构件名称：KZD12*[121]本构件钢筋重：231.075Kg 构件位置：<17,B>箍筋.182*((250-2*25)+(250-2*25))+2*(11.9*d)32320.9931.6812.5构件数量：2插筋.1161900-500+10*d 48 1.5612.4819.698构造柱预留筋.116500+38*d 48 1.1088.86413.99箍筋.182*((250-2*25)+(250-2*25))+2*(11.9*d)20400.9939.615.626构件数量：1插筋.116500-500+10*d 440.160.64 1.01构造柱预留筋.116500+38*d 44 1.108 4.432 6.995箍筋.182*((250-2*25)+(250-2*25))+2*(11.9*d)660.99 5.94 2.344构件数量：3插筋.1162500-500+10*d 412 2.1625.9240.911构造柱预留筋.116500+38*d 412 1.10813.29620.986箍筋.182*((250-2*25)+(250-2*25))+2*(11.9*d)26780.9977.2230.47构件数量：1墙身水平钢筋.1122223+250-15+15*d+250-15+15*d1616 3.05348.84843.368墙身水平钢筋.2122723-15-151616 2.69343.08838.254墙身水平钢筋.3121542+250-15+15*d+32*d33 2.3417.023 6.235墙身水平钢筋.4122250+250-15+15*d+250-15+15*d99 3.0827.7224.61墙身水平钢筋.5122250+250-15+15*d+250-15+15*d 22 3.08 6.16 5.469构件名称：GZ-1[3602]本构件钢筋重：24.657Kg 构件名称：GZ-1[3605]本构件钢筋重：30.789Kg构件位置：<14-75,1+2500>;<14+1998,1+2500>;<14+1998,1+124>构件名称：电梯剪力墙[3545]本构件钢筋重：382.093Kg 构件位置：<16,H+2498>;<16,H>构件名称：GZ-1[3604]本构件钢筋重：10.349Kg 构件位置：<16-2500,H+25>构件位置：<16-2500,H+2498><16-2500,H+25><16,H+25>墙身水平钢筋.6121792-15+32*d33 2.161 6.483 5.756墙身水平钢筋.7122750-15-1599 2.7224.4821.734墙身水平钢筋.8122750-15-1522 2.72 5.44 4.83墙身垂直钢筋.1123100+39*121212 3.56842.81638.013墙身垂直钢筋.2123100+0.3*39*d+39*d+39*121313 4.17654.28848.198墙身垂直钢筋.3123100+0.3*39*d+39*d+0.3*39*d+39*d+39*121111 4.78552.63546.73墙身垂直钢筋.4123100+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+39*121010 5.39353.9347.88墙身垂直钢筋.5121900+39*121010 2.36823.6821.024墙身左侧插筋.11239*12+0.3*39*d+39*d+1200-40+max(6*d,150)22 2.386 4.772 4.237墙身左侧插筋.21239*12+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)11 2.995 2.995 2.659墙身左侧插筋.31239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)11 3.603 3.603 3.199墙身左侧插筋.41239*12+1200-40+max(6*d,150)11 1.778 1.778 1.579墙身右侧插筋.11239*12+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)22 2.995 5.99 5.318墙身右侧插筋.21239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)11 3.603 3.603 3.199墙身右侧插筋.31239*12+1200-40+max(6*d,150)11 1.778 1.778 1.579墙身右侧插筋.41239*12+0.3*39*d+39*d+1200-40+max(6*d,150)11 2.386 2.386 2.118墙身拉筋.16(250-2*15)+2*(75+1.9*d)70700.39327.51 6.106构件数量：1构件名称：电梯剪力墙[3547]本构件钢筋重：396.304Kg构件位置：<16-2500,H+2498><16,H+2498><16,H>墙身水平钢筋.1121792-15+32*d33 2.161 6.483 5.756墙身水平钢筋.2122750-15-151313 2.7235.3631.393墙身水平钢筋.3122750-15-1522 2.72 5.44 4.83墙身水平钢筋.4121542+250-15+15*d+32*d33 2.3417.023 6.235墙身水平钢筋.5122250+250-15+15*d+250-15+15*d1313 3.0840.0435.548墙身水平钢筋.6122250+250-15+15*d+250-15+15*d22 3.08 6.16 5.469墙身水平钢筋.7122723-15-151010 2.69326.9323.909墙身水平钢筋.8122723-15-1522 2.693 5.386 4.782墙身水平钢筋.9122223+250-15+15*d+250-15+15*d1010 3.05330.5327.105墙身水平钢筋.10122223+250-15+15*d+250-15+15*d22 3.053 6.106 5.421墙身垂直钢筋.1123100+39*1255 3.56817.8415.839墙身垂直钢筋.2123100+0.3*39*d+39*d+39*1255 4.17620.8818.538墙身垂直钢筋.3123100+0.3*39*d+39*d+0.3*39*d+39*d+39*1244 4.78519.1416.993墙身垂直钢筋.4123100+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+39*1244 5.39321.57219.152墙身垂直钢筋.5121900+39*123838 2.36889.98479.889墙身左侧插筋.11239*12+0.3*39*d+39*d+1200-40+max(6*d,150)66 2.38614.31612.71墙身左侧插筋.21239*12+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)44 2.99511.9810.636墙身左侧插筋.31239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)44 3.60314.41212.795墙身左侧插筋.41239*12+1200-40+max(6*d,150)55 1.7788.897.893墙身右侧插筋.11239*12+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)66 2.99517.9715.954墙身右侧插筋.21239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+1200-40+max(6*d,150)44 3.60314.41212.795墙身右侧插筋.31239*12+1200-40+max(6*d,150)44 1.7787.112 6.314墙身右侧插筋.41239*12+0.3*39*d+39*d+1200-40+max(6*d,150)55 2.38611.9310.592墙身拉筋.16(250-2*15)+2*(75+1.9*d)66660.39325.938 5.757构件数量：1墙身水平钢筋.1122125+250-15+15*d+250-15+15*d1313 2.95538.41534.106墙身水平钢筋.2122125+250-15+15*d+250-15+15*d22 2.955 5.91 5.247墙身水平钢筋.3122625-15-152323 2.59559.68552.989墙身水平钢筋.4122625-15-1544 2.59510.389.216墙身水平钢筋.5121823+250-15+15*d+250-15+15*d1313 2.65334.48930.62墙身水平钢筋.6121823+250-15+15*d+250-15+15*d22 2.653 5.306 4.711墙身水平钢筋.7122323-15-151313 2.29329.80926.465墙身水平钢筋.8122323-15-1522 2.293 4.586 4.072墙身水平钢筋.9121925+250-15+15*d+450-151010 2.77527.7524.637墙身水平钢筋.10121925+250-15+15*d+450-1522 2.775 5.55 4.927墙身垂直钢筋.1122500+39*127272 2.968213.696189.723构件名称：电梯剪力墙-1[3567]本构件钢筋重：526.241Kg 构件位置：<14+1998,1+124><14+1998,1+2500><14-75,1+2500><14-75,1+124>墙身左侧插筋.11239*12+600-40+max(6*d,150)1010 1.17811.7810.458墙身左侧插筋.21239*12+0.3*39*d+39*d+600-40+max(6*d,150)99 1.78616.07414.271墙身左侧插筋.31239*12+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)99 2.39521.55519.137墙身左侧插筋.41239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)88 3.00324.02421.329墙身右侧插筋.11239*12+0.3*39*d+39*d+600-40+max(6*d,150)1010 1.78617.8615.856墙身右侧插筋.21239*12+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)99 2.39521.55519.137墙身右侧插筋.31239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)99 3.00327.02723.995墙身右侧插筋.41239*12+600-40+max(6*d,150)88 1.1789.4248.367墙身拉筋.16(250-2*15)+2*(75+1.9*d)80800.39331.44 6.978构件数量：1墙身水平钢筋.1121623+450-15+250-15+15*d99 2.47322.25719.76墙身水平钢筋.2121623+450-15+250-15+15*d22 2.473 4.946 4.391墙身水平钢筋.3122323-15-1599 2.29320.63718.322墙身水平钢筋.4122323-15-1522 2.293 4.586 4.072墙身垂直钢筋.1122500+39*122020 2.96859.3652.701墙身左侧插筋.11239*12+600-40+max(6*d,150)33 1.178 3.534 3.138墙身左侧插筋.21239*12+0.3*39*d+39*d+600-40+max(6*d,150)33 1.786 5.358 4.757墙身左侧插筋.31239*12+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)22 2.395 4.79 4.253构件名称：电梯剪力墙-1[3570]本构件钢筋重：137.204Kg构件位置：<14-75,1+124><14+1998,1+124>墙身左侧插筋.41239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)22 3.003 6.006 5.332墙身右侧插筋.11239*12+0.3*39*d+39*d+600-40+max(6*d,150)33 1.786 5.358 4.757墙身右侧插筋.21239*12+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)33 2.3957.185 6.379墙身右侧插筋.31239*12+0.3*39*d+39*d+0.3*39*d+39*d+0.3*39*d+39*d+600-40+max(6*d,150)22 3.003 6.006 5.332墙身右侧插筋.41239*12+600-40+max(6*d,150)22 1.178 2.356 2.092墙身拉筋.16(250-2*15)+2*(75+1.9*d)22220.3938.646 1.919构件数量：11跨.左支座筋12034*d-250+306722 3.497 6.99417.2481跨.左支座筋31834*d+8950+30672212.62925.25850.4551跨.跨中筋11841*d-2942+8850+41*d-294211 4.442 4.4428.8731跨.右支座筋1203067+306722 6.13412.26830.2551跨.侧面构造通长筋11415*d+27875-40+4202228.46556.9368.7951跨.上通长筋11612*d+27875-40+12*d2228.21956.43889.0782跨.跨中筋12541*d-2942+6725+41*d-220833 3.62510.87541.9052跨.右支座筋1202333+1900+34*d22 4.9139.82624.2322跨.右支座筋3182333+2000+3066227.39914.79829.563跨.右支座筋12034*d+1875+306622 5.62111.24227.7254跨.跨中筋12041*d-2941+8800+34*d337.35922.07754.445构件名称：L15(4A)-1[772]本构件钢筋重：579.806Kg构件位置：<14-200,L+27><18+728,L+27>5跨.下通长筋11634*d+725-40+12*d22 1.421 2.842 4.4865跨.跨中筋11634*d+725-40+12*d11 1.421 1.421 2.2431跨.吊筋116200+2*50+2*20*d+2*1.414*(500-2*40)22 2.128 4.256 6.7171跨.吊筋216200+2*50+2*20*d+2*1.414*(500-2*40)22 2.128 4.256 6.7171跨.箍筋182*((250-2*40)+(500-2*40))+2*(11.9*d)22 1.37 2.74 1.0811跨.箍筋282*((250-2*40)+(500-2*40))+2*(11.9*d)4545 1.3761.6524.3261跨.拉筋18(250-2*40)+2*(11.9*d)23230.368.28 3.2671跨.次梁加筋182*((250-2*40)+(500-2*40))+2*(11.9*d)66 1.378.22 3.2431跨.次梁加筋282*((250-2*40)+(500-2*40))+2*(11.9*d)66 1.378.22 3.2432跨.箍筋182*((250-2*40)+(500-2*40))+2*(11.9*d)3535 1.3747.9518.922跨.拉筋18(250-2*40)+2*(11.9*d)18180.36 6.48 2.5573跨.箍筋182*((250-2*40)+(500-2*40))+2*(11.9*d)1010 1.3713.7 5.4063跨.拉筋18(250-2*40)+2*(11.9*d)660.36 2.160.8524跨.吊筋116200+2*50+2*20*d+2*1.414*(500-2*40)22 2.128 4.256 6.7174跨.吊筋216200+2*50+2*20*d+2*1.414*(500-2*40)22 2.128 4.256 6.7174跨.箍筋182*((250-2*40)+(500-2*40))+2*(11.9*d)4545 1.3761.6524.3264跨.拉筋18(250-2*40)+2*(11.9*d)23230.368.28 3.2674跨.次梁加筋182*((250-2*40)+(500-2*40))+2*(11.9*d)66 1.378.22 3.2434跨.次梁加筋282*((250-2*40)+(500-2*40))+2*(11.9*d)66 1.378.22 3.2435跨.箍筋182*((250-2*40)+(500-2*40))+2*(11.9*d)33 1.37 4.11 1.6225跨.箍筋282*((250-2*40)+(500-2*40))+2*(11.9*d)88 1.3710.96 4.3255跨.拉筋18(250-2*40)+2*(11.9*d)550.36 1.80.71构件数量：10跨.下通长筋120-40+12*d+16049+41*d-25422214.52729.05471.6520跨.右支座筋120-40+12*d+924+242511 3.549 3.5498.752 0跨.侧面构造通长筋112-40+16049+15*d+12.5*d+1804416.51966.07658.6630跨.上部钢筋116-40+12*d+799+12*d33 1.143 3.429 5.4121跨.上部钢筋11612*d+7025+12*d337.40922.22735.0822跨.右支座筋1222667+266722 5.33410.66831.8342跨.右支座筋3202667+266722 5.33410.66826.3092跨.右支座筋5222667+266711 5.334 5.33415.9172跨.上部钢筋11612*d+7725+12*d338.10924.32738.3963跨.下通长筋12041*d-2542+7775+41*d-254222 4.3318.66221.3623跨.右支座筋1252667+266733 5.33416.00261.6623跨.右支座筋4202667+266722 5.33410.66826.3093跨.右支座筋6252667+266711 5.334 5.33420.554构件名称：L4(9B)[773]本构件钢筋重：2088.22Kg构件位置：<16,A-73><16,L+27>3跨.侧面受扭筋11235*d+7775+35*d+12.5*d668.76552.5946.693跨.上部钢筋12512*d+7775+12*d228.37516.7564.5443跨.上部钢筋32212*d+7775+12*d448.30333.21299.1064跨.下通长筋12041*d-2542+47025+34*d2245.98391.966226.8034跨.右支座筋1182667+266711 5.334 5.33410.6554跨.侧面受扭筋11235*d+7750+35*d+12.5*d668.7452.4446.5574跨.上部钢筋12212*d+7750+12*d338.27824.83474.1065跨.右支座筋1182667+266711 5.334 5.33410.6555跨.侧面构造筋11215*d+15750+15*d+12.5*d+1804416.4465.7658.3835跨.上部钢筋11612*d+7750+12*d338.13424.40238.5156跨.右支座筋1202667+266733 5.33416.00239.4636跨.上部钢筋11612*d+7750+12*d338.13424.40238.5157跨.侧面受扭筋11235*d+7775+35*d+12.5*d668.76552.5946.697跨.上部钢筋12512*d+7775+12*d228.37516.7564.5447跨.上部钢筋32212*d+7775+12*d448.30333.21299.1068跨.跨中筋12034*d+7725+34*d339.08527.25567.215 8跨.侧面构造通长筋11215*d+16002-40+12.5*d+1804416.47265.88858.4978跨.上部钢筋11612*d+7725+12*d338.10924.32738.3969跨.右支座筋1202466+34*d-24911 2.897 2.8977.1449跨.上部钢筋11612*d+7025+12*d337.40922.22735.08210跨.左支座筋11634*d+752-40+12*d33 1.448 4.344 6.85610跨.上部钢筋11612*d+752-40+12*d33 1.096 3.288 5.190跨.箍筋182*((250-2*40)+(700-2*40))+2*(11.9*d)99 1.7715.93 6.2860跨.拉筋18(250-2*40)+2*(11.9*d)10100.36 3.6 1.4211跨.吊筋116200+2*50+2*20*d+2*1.414*(700-2*40)22 2.694 5.3888.5041跨.箍筋1102*((250-2*40)+(700-2*40))+2*(11.9*d)3636 1.81865.44840.3511跨.拉筋18(250-2*40)+2*(11.9*d)38380.3613.68 5.3981跨.次梁加筋182*((250-2*40)+(700-2*40))+2*(11.9*d)66 1.7710.62 4.192跨.箍筋1102*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.81872.7244.8352跨.拉筋18(250-2*40)+2*(11.9*d)42420.3615.12 5.9663跨.吊筋116250+2*50+2*20*d+2*1.414*(700-2*40)22 2.744 5.4888.6623跨.箍筋1102*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.81872.7244.8353跨.拉筋18(250-2*40)+2*(11.9*d)63630.3622.688.9493跨.次梁加筋182*((250-2*40)+(700-2*40))+2*(11.9*d)66 1.7710.62 4.194跨.吊筋116250+2*50+2*20*d+2*1.414*(700-2*40)22 2.744 5.4888.6624跨.吊筋216200+2*50+2*20*d+2*1.414*(700-2*40)22 2.694 5.3888.5044跨.箍筋1102*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.81872.7244.8354跨.拉筋18(250-2*40)+2*(11.9*d)63630.3622.688.9494跨.次梁加筋182*((250-2*40)+(700-2*40))+2*(11.9*d)66 1.7710.62 4.194跨.次梁加筋282*((250-2*40)+(700-2*40))+2*(11.9*d)66 1.7710.62 4.195跨.箍筋182*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.7770.827.9375跨.拉筋18(250-2*40)+2*(11.9*d)42420.3615.12 5.9666跨.箍筋182*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.7770.827.9376跨.拉筋18(250-2*40)+2*(11.9*d)42420.3615.12 5.9667跨.吊筋116250+2*50+2*20*d+2*1.414*(700-2*40)22 2.744 5.4888.6627跨.箍筋1102*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.81872.7244.8357跨.拉筋18(250-2*40)+2*(11.9*d)63630.3622.688.9497跨.次梁加筋182*((250-2*40)+(700-2*40))+2*(11.9*d)66 1.7710.62 4.198跨.箍筋182*((250-2*40)+(700-2*40))+2*(11.9*d)4040 1.7770.827.9378跨.拉筋18(250-2*40)+2*(11.9*d)42420.3615.12 5.9669跨.吊筋116200+2*50+2*20*d+2*1.414*(700-2*40)22 2.694 5.3888.5049跨.箍筋182*((250-2*40)+(700-2*40))+2*(11.9*d)3636 1.7763.7225.1439跨.拉筋18(250-2*40)+2*(11.9*d)38380.3613.68 5.3989跨.次梁加筋182*((250-2*40)+(700-2*40))+2*(11.9*d)66 1.7710.62 4.1910跨.箍筋182*((250-2*40)+(700-2*40))+2*(11.9*d)33 1.77 5.31 2.09510跨.箍筋282*((250-2*40)+(700-2*40))+2*(11.9*d)88 1.7714.16 5.58710跨.拉筋18(250-2*40)+2*(11.9*d)10100.36 3.6 1.421构件数量：11跨.左支座筋120450-40+720/2-250+300022 3.527.0417.3621跨.左支座筋322450-40+720/2-250+300022 3.527.0421.0081跨.跨中筋11841*d-2775+8650+41*d-277533 4.57613.72827.4231跨.右支座筋1203000+30002261229.5941跨.右支座筋3223000+30002261235.809 1跨.侧面构造通长筋11215*d+24529+15*d+12.5*d+3606625.399152.394135.2981跨.上通长筋118450-40+720/2+24529+4000-40+720/22229.61959.238118.3331跨.上通长筋316450-40+720/2+24529+4000-40+720/21129.61929.61946.7492跨.跨中筋12541*d-2775+8550+41*d-277533 5.0515.1558.3792跨.右支座筋1203000+6779+4000-40+720/22214.09928.19869.5412跨.右支座筋3203000+450-40+15*d-10011 3.61 3.618.9033跨.左支座筋12234*d-350+300022 3.398 6.79620.283跨.右支座筋1203616+4000-40+720/2-200011 5.936 5.93614.6391跨.吊筋116200+2*50+2*20*d+2*1.414*(800-2*40)22 2.976 5.9529.394构件名称：JKL13(3)[774]本构件钢筋重：867.74Kg构件位置：<14,1><18-418,1>1跨.吊筋216200+2*50+2*20*d+2*1.414*(800-2*40)22 2.976 5.9529.3941跨.箍筋182*((250-2*40)+(800-2*40))+2*(11.9*d)55 1.979.85 3.8871跨.箍筋282*((250-2*40)+(800-2*40))+2*(11.9*d)5757 1.97112.2944.3081跨.拉筋18(250-2*40)+2*(11.9*d)69690.3624.849.8021跨.次梁加筋182*((250-2*40)+(800-2*40))+2*(11.9*d)66 1.9711.82 4.6641跨.次梁加筋282*((250-2*40)+(800-2*40))+2*(11.9*d)66 1.9711.82 4.6642跨.吊筋116250+2*50+2*20*d+2*1.414*(800-2*40)22 3.026 6.0529.5522跨.箍筋182*((250-2*40)+(800-2*40))+2*(11.9*d)55 1.979.85 3.8872跨.箍筋282*((250-2*40)+(800-2*40))+2*(11.9*d)5656 1.97110.3243.5312跨.拉筋18(250-2*40)+2*(11.9*d)69690.3624.849.8022跨.次梁加筋182*((250-2*40)+(800-2*40))+2*(11.9*d)66 1.9711.82 4.6643跨.吊筋116200+2*50+2*20*d+2*1.414*(800-2*40)22 2.976 5.9529.3943跨.吊筋216200+2*50+2*20*d+2*1.414*(800-2*40)22 2.976 5.9529.3943跨.箍筋182*((250-2*40)+(800-2*40))+2*(11.9*d)55 1.979.85 3.8873跨.箍筋282*((250-2*40)+(800-2*40))+2*(11.9*d)4141 1.9780.7731.8713跨.箍筋382*((250-2*40)+(800-2*40))+2*(11.9*d)4646 1.9790.6235.7573跨.拉筋18(250-2*40)+2*(11.9*d)51510.3618.367.2453跨.次梁加筋182*((250-2*40)+(800-2*40))+2*(11.9*d)66 1.9711.82 4.664。

钢筋明细表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。

2注：计算现浇钢筋混凝土轴心受压及偏心受压构件时，如截面的长边或直径小于300mm，则表中混凝土的强度设计值应乘以系数0.8；当构件质量（如混凝土成型、截面和轴线尺寸等）确有保证时，可不受此限制。

2注：在钢筋混凝土结构中，轴心受拉和小偏心受拉构件的钢筋抗拉强度设计值大于300N/mm2时，仍按300N/mm2取用。

注:d为纵向钢筋直径，h b为梁截面高度.注:d为纵向钢筋直径，h b为梁截面高度.楼板配筋最小配筋率（%）（受拉）框架梁的面积配箍率（%）（箍筋为HPB235）框架梁纵向受拉钢筋最小配筋率（%）（箍筋为HRB335）框架梁纵向受拉钢筋最小配筋率（%）（箍筋为HRB400）2附加箍筋承受集中荷载力（kN）（HBP235级钢筋）注：当梁高大于800mm时，取60。

剪力墙约束边缘构件体积配箍率（%）剪力墙构造边缘构件的配筋要求HPB235级钢筋最小锚固长度La（mm）注：α=0.16，f y=210N/mm2,当混凝土强度等级高于C40时按C40取值HRB335级钢筋最小锚固长度La（mm）注：α=0.14，f y=300N/mm2,当混凝土强度等级高于C40时按C40取值HRB400级钢筋最小锚固长度La（mm）注：α=0.14，f y=360N/mm2,当混凝土强度等级高于C40时按C40取值混凝土结构的抗震等级注：1.丙类建筑应按本地区的设防烈度直接由本表确定抗震等级：其他设防烈度的建筑，应按现行国家标准《建筑抗震设计规范》GB50011的规定调整设防烈度后，再按本表确定抗震等级；2.建筑场地为Ⅰ类时，除6度设防烈度外，应允许按本地区设防烈度降低一度所对应的抗震等级采取抗震构造措施，但相应的计算要求不应降低；3.框架—剪力墙结构，当按基本振型计算地震作用时，若框架部分承受的地震倾覆力矩大于结构总倾覆力矩的50%，框架部分应按表中框架结构的抗震等级设计；4.部分框支剪力墙结构中，剪力墙加强部位以上的一般部分，应按剪力墙结构的剪力墙确定其抗震等级。

钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量构件编号:GZ11矩形箍(2*2)6 1.012(240+240-4*18)*2+2*95.342120.45绑扎2矩形箍(2*2)6 1.018(240+240-4*18)*2+2*95.34ceil((700-50)/200)*2+(1500-2*50-2*ceil((700-50)/200)*200)/200+118 1.79绑扎3竖向纵筋121.6741500+408-2404145.93绑扎241矩形箍(2*2)6 1.012(240+240-4*18)*2+2*95.342120.45绑扎2矩形箍(2*2)6 1.018(240+240-4*18)*2+2*95.34ceil((700-50)/200)*2+(1500-2*50-2*ceil((700-50)/200)*200)/200+118 1.79绑扎3竖向纵筋121.5641500+408-350414 5.53绑扎8构件编号:TL11矩形箍(2)[1跨]8 1.2319(240+350-4*21)*2+2*107.122*ceil((525-50)/200+1)+(3600-2*50-2*ceil((525-50)/200)*200)/200-11199.20绑扎2受力锚固面筋[1跨]12 4.342188+15*12+3600+188+15*122127.70绑扎3梁底直筋[1跨]163.98312*16+3600+12*1631318.88绑扎构件编号:DQL11矩形箍(2)6 1.0123(240+240-4*18)*2+2*95.34(4530-2*50*1)/200+1123 5.14绑扎2圈梁主筋125.3544530+408+40841418.99绑扎位置信息:[3:D~C]相同构件:1单构件重量:24.13相同构件总重量:24.13位置信息:[C:4~5]相同构件:1单构件重量:35.79相同构件总重量:35.79标准层数:1位置信息:[C:4][C:5]相同构件:2单构件重量:7.77相同构件总重量:15.54标准层数:1标准层数:1位置信息:[C:1][C:2][C:3][C:6][C:6][C:7]相同构件:6单构件重量:8.16相同构件总重量:48.96其他构件钢筋计算表工程名称:沥青库综合楼重量单位:kg第1页 共17页楼层：基础层本楼层钢筋总量:753.2782042042042042042042042042042041681500581500198308397618018039845346钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量1矩形箍(2)6 1.0115(240+240-4*18)*2+2*95.34(3000-280-2*50*3)/200+3115 3.35绑扎2圈梁主筋123.8243000+408+40841413.55绑扎1矩形箍(2)6 1.0117(240+240-4*18)*2+2*95.34(3200-2*50*1)/200+1117 3.80绑扎2圈梁主筋124.0243200+408+40841414.27绑扎1矩形箍(2)6 1.0195(240+240-4*18)*2+2*95.34(20400-2000-2*50*6)/200+619521.24绑扎2圈梁主筋1221.71420400+408+408+49041477.10绑扎41矩形箍(2)6 1.01198(240+240-4*18)*2+2*95.34(42600-4189-2*50*12)/200+12119844.26绑扎2圈梁主筋1245.70443409+408+408+1470414162.31绑扎121矩形箍(2)6 1.0159(240+240-4*18)*2+2*95.34(12660-1560-2*50*6)/200+615913.19绑扎2圈梁主筋1214.21412900+408+408+49041450.46绑扎41矩形箍(2)6 1.0170(240+240-4*18)*2+2*95.34(15050-1610-2*50*6)/200+617015.65绑扎2圈梁主筋1216.53415220+408+408+49041458.70绑扎41矩形箍(2)6 1.0149(240+240-4*18)*2+2*95.34(10300-800-2*50*3)/200+314910.95绑扎2圈梁主筋1211.12410300+408+40841439.48绑扎位置信息:[B:1~4]相同构件:1单构件重量:50.44相同构件总重量:50.44位置信息:[B:5~7]相同构件:1单构件重量:31.27相同构件总重量:31.27位置信息:[6:D~D]相同构件:1单构件重量:63.65相同构件总重量:63.65位置信息:[4:D~1]相同构件:1单构件重量:74.35相同构件总重量:74.35位置信息:[D:1~7]相同构件:1单构件重量:98.34相同构件总重量:98.34位置信息:[1:D~D]相同构件:1单构件重量:206.57相同构件总重量:206.57位置信息:[C:6~7]相同构件:1单构件重量:16.91相同构件总重量:16.91位置信息:[B:4~5]相同构件:1单构件重量:18.07相同构件总重量:18.07204204204204204204204204204204204204204204381640162170645695142061652611116钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量1矩形箍(2)6 1.0130(240+240-4*18)*2+2*95.34(6100-400-2*50*2)/200+2130 6.71绑扎2圈梁主筋126.9246100+408+40841424.57绑扎1矩形箍(2)6 1.0122(240+240-4*18)*2+2*95.34(4300-2*50*1)/200+1122 4.92绑扎2圈梁主筋125.1244300+408+40841418.17绑扎位置信息:[3:B~A][5:A~B][6:B~A]相同构件:3单构件重量:23.09相同构件总重量:69.2720420420420469165116钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量构件编号:GZ11矩形箍(2*2)60.8520(200+200-4*18)*2+2*95.34ceil((700-50)/200)*2+(3870-2*50-2*ceil((700-50)/200)*200)/200+1120 3.76绑扎2竖向纵筋124.1843870+408-520+42041414.84绑扎281矩形箍(2*2)60.8520(200+200-4*18)*2+2*95.34ceil((700-50)/200)*2+(3870-2*50-2*ceil((700-50)/200)*200)/200+1120 3.76绑扎2竖向纵筋124.2843870+408-420+42041415.20绑扎801矩形箍(2*2)60.8520(200+200-4*18)*2+2*95.34ceil((700-50)/200)*2+(3870-2*50-2*ceil((700-50)/200)*200)/200+1120 3.76绑扎2竖向纵筋124.1543870+408-550+42041414.73绑扎8构件编号:GL1A1矩形箍(2)60.6910(200+120-4*18)*2+2*95.34(1800-2*50)/200+1110 1.53绑扎2梁底直筋122.192408+1800-152123.90绑扎1矩形箍(2)60.699(200+120-4*18)*2+2*95.34(1700-2*50)/200+119 1.37绑扎2梁底直筋121.672-15+1700-15212 2.97绑扎1矩形箍(2)60.699(200+120-4*18)*2+2*95.34(1600-2*50)/200+119 1.37绑扎位置信息:[C:2~2][C:3~4]相同构件:2单构件重量:4.34相同构件总重量:8.68位置信息:[B:2~2]相同构件:1单构件重量:4.91相同构件总重量:4.91标准层数:1位置信息:[1:B~C][7:B~C]相同构件:2单构件重量:5.42相同构件总重量:10.84位置信息:[D:1][D:2][D:2][D:3][D:3][D:4][D:4][D:5][D:5][D:6][A:6][A:5][A:5][A:4][A:4][A:3][A:3][A:2][A:2][A:1]相同构件:20单构件重量:18.96相同构件总重量:379.2位置信息:[D:6][A:6]相同构件:2单构件重量:18.5相同构件总重量:37标准层数:1位置信息:[D:1][D:7][B:7][A:7][A:1][B:1][C:1]相同构件:7单构件重量:18.6相同构件总重量:130.2楼层：首层本楼层钢筋总量:1264.468164164164164164164-1124290-1424290-12429016484164841648421931670钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量2梁底直筋121.992408+1600-152123.54绑扎1矩形箍(2)60.699(200+120-4*18)*2+2*95.34(1600-2*50)/200+119 1.37绑扎2梁底直筋121.992-15+1600+4082123.54绑扎1矩形箍(2)60.698(200+120-4*18)*2+2*95.34(1400-2*50)/200+118 1.22绑扎2梁底直筋121.372-15+1400-15212 2.43绑扎1矩形箍(2)60.6914(200+120-4*18)*2+2*95.34(2780-2*50)/200+1114 2.14绑扎2梁底直筋122.752-15+2780-15212 4.88绑扎1矩形箍(2)60.697(200+120-4*18)*2+2*95.34(1300-2*50)/200+117 1.07绑扎2梁底直筋121.272-15+1300-15212 2.26绑扎构件编号:GL1B1矩形箍(2)60.9314(200+240-4*18)*2+2*95.34(2600-2*50)/200+1114 2.88绑扎2受力锚固面筋12 3.422408+2600+408212 6.07绑扎3梁底直筋143.552476+2600+4762128.60绑扎1矩形箍(2)60.9313(200+240-4*18)*2+2*95.34(2500-2*50)/200+1113 2.68绑扎位置信息:[D:1~2][D:2~3][D:3~4][D:4~5][D:5~6][A:6~5][A:3~2][A:2~1][1:B~A][1:C~D][7:B~A][A:4~3][A:4~5]相同构件:13单构件重量:17.54相同构件总重量:228.02位置信息:[D:6~7][A:6~7]相同构件:2单构件重量:16.92相同构件总重量:33.84位置信息:[C:6~6]相同构件:1单构件重量:3.32相同构件总重量:3.32标准层数:1位置信息:[C:6~6]相同构件:1单构件重量:3.65相同构件总重量:3.65位置信息:[B:6~6]相同构件:1单构件重量:7.02相同构件总重量:7.02位置信息:[B:3~4]相同构件:1单构件重量:4.91相同构件总重量:4.91164204164204164841648416484164841993199313702750127034163552钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量2受力锚固面筋12 3.322408+2500+408212 5.89绑扎3梁底直筋14 3.452476+2500+4762128.35绑扎1矩形箍(2)60.9314(200+240-4*18)*2+2*95.34(2600-2*50)/200+1114 2.88绑扎2受力锚固面筋12 2.992-15+2600+408212 5.32绑扎3梁底直筋14 3.062-15+2600+4762127.41绑扎构件编号:11梯板分布筋8 1.6618(1600-2*20)+2*50sqrt(2970*2970+1787.5*1787.5)/200+111811.80绑扎2板下端负弯筋分布筋8 1.665(1600-2*20)+2*502970/4*sqrt(270*270+163*163)/270/200+115 3.28绑扎3板上端负弯筋分布筋8 1.665(1600-2*20)+2*502970/4*sqrt(270*270+163*163)/270/200+115 3.28绑扎4梯板底筋14 3.8414sqrt(2970*2970+1787.5*1787.5)+2*max(5*14,100)+2*87.5(1600-2*20)/120+111465.07绑扎5板下端负弯筋14 1.47142970/4*sqrt(270*270+163*163)/270+(100-20)+434+87.5(1600-2*20)/120+111424.89绑扎6板上端负弯筋14 1.42142970/4*sqrt(270*270+163*163)/270+(100-20)+0.4*434+15*14+87.5(1600-2*20)/120+111424.02绑扎构件编号:21梯板分布筋8 1.6618(1600-2*20)+2*50sqrt(2970*2970+1787.5*1787.5)/200+111811.80绑扎2板下端负弯筋分布筋8 1.665(1600-2*20)+2*502970/4*sqrt(270*270+163*163)/270/200+115 3.28绑扎3板上端负弯筋分布筋8 1.665(1600-2*20)+2*502970/4*sqrt(270*270+163*163)/270/200+115 3.28绑扎标准层数:1位置信息:[C:5]相同构件:1单构件重量:156.76相同构件总重量:156.76标准层数:1位置信息:[C:4]相同构件:1单构件重量:132.33相同构件总重量:132.33位置信息:[7:C~D]相同构件:1单构件重量:15.6相同构件总重量:15.61642041041802103316345229933061156015601560156015601560366686880434钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量4梯板底筋14 3.8417sqrt(2970*2970+1787.5*1787.5)+2*max(5*14,100)+2*87.5(1600-2*20)/100+111779.01绑扎5板下端负弯筋14 1.47172970/4*sqrt(270*270+163*163)/270+(100-20)+434+87.5(1600-2*20)/100+111730.22绑扎6板上端负弯筋14 1.42172970/4*sqrt(270*270+163*163)/270+(100-20)+0.4*434+15*14+87.5(1600-2*20)/100+111729.17绑扎构件编号:PTB11板凳筋[4:D~D]80.445(100-15*2)*2+100*3ceil(4988067.951/(1000*1000))150.87绑扎构件编号:TL11截宽方向拉筋[-100跨]60.2717200-2*22+2*6+2*50.34(3300-2*50)/200+1117 1.02绑扎2矩形箍(2)[-100跨]8 1.1733(200+400-4*21)*2+2*67.12ceil((600-50)/100+1)+(3300-2*50-ceil((600-50)/100)*100)/10013315.20绑扎3构造腰筋[-100跨]12 3.66215*12+3300+15*12212 6.50绑扎4纯悬挑面筋(一排)[0跨]16 3.8123300-25+100+15*16+12*1621212.03绑扎5悬挑底筋[-100跨]18 3.4933300-25+12*1831320.95双面焊构件编号:TL-11截宽方向拉筋[1跨]60.3617200-2*22+2*6+2*95.34(3200-2*50)/200+1117 1.36绑扎2矩形箍(2)[1跨]8 1.2532(200+400-4*21)*2+2*107.122*ceil((600-50)/100+1)+(3200-2*50-2*ceil((600-50)/100)*100)/100-113215.75绑扎3构造腰筋[1跨]12 3.56215*12+3200+15*12212 6.32绑扎标准层数:1位置信息:[D:4~5]相同构件:1单构件重量:51.65相同构件总重量:51.65标准层数:1位置信息:[D:4~5]相同构件:1单构件重量:55.69相同构件总重量:55.69标准层数:1位置信息:相同构件:1单构件重量:0.87相同构件总重量:0.8710418021015835815835833752401923660356036668688043410070100701001681683491钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量4受力锚固面筋[0跨]16 4.332327+15*16+3200+327+15*1621213.70绑扎5梁底直筋[1跨]18 3.63212*18+3200+12*1821214.53双面焊36323854240240钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量构件编号:GZ11矩形箍(2*2)6 1.012(240+240-4*18)*2+2*95.342120.45绑扎2矩形箍(2*2)6 1.0118(240+240-4*18)*2+2*95.34ceil((700-50)/200)*2+(3570-2*50-2*ceil((700-50)/200)*200)/200+1118 4.02绑扎3柱插筋120.924420+504414 3.28绑扎4竖向纵筋123.4443570+420-55041412.22绑扎361矩形箍(2*2)6 1.012(240+240-4*18)*2+2*95.342120.45绑扎2矩形箍(2*2)6 1.0118(240+240-4*18)*2+2*95.34ceil((700-50)/200)*2+(3570-2*50-2*ceil((700-50)/200)*200)/200+1118 4.02绑扎3柱插筋120.924420+504414 3.28绑扎4竖向纵筋123.5443570+420-45041412.57绑扎80构件编号:GL1A1矩形箍(2)60.6910(200+120-4*18)*2+2*95.34(1800-2*50)/200+1110 1.53绑扎2梁底直筋122.212-15+1800+4202123.92绑扎1矩形箍(2)60.698(200+120-4*18)*2+2*95.34(1400-2*50)/200+118 1.22绑扎2梁底直筋121.372-15+1400-15212 2.43绑扎位置信息:[B:6~6]相同构件:1单构件重量:7.02相同构件总重量:7.02位置信息:[1:C~B]相同构件:1单构件重量:5.44相同构件总重量:5.44位置信息:[C:1~1][B:1~1][C:3~3][B:3~3][C:3~4][B:3~4][C:6~6]相同构件:7单构件重量:3.65相同构件总重量:25.55位置信息:[D:1][D:1][D:3][D:3][D:3][D:4][D:4][D:5][D:5][D:6][A:6][A:5][A:5][A:4][A:4][A:3][A:3][A:3][A:1][A:1]相同构件:20单构件重量:20.33相同构件总重量:406.6标准层数:1楼层：第2层本楼层钢筋总量:1477.217标准层数:1位置信息:[D:1][D:6][D:7][B:7][A:7][A:6][A:1][B:1][C:1]相同构件:9单构件重量:19.97相同构件总重量:179.73204204204204204204204204-1303570924924-303570164841648413702205钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量1矩形箍(2)60.6914(200+120-4*18)*2+2*95.34(2780-2*50)/200+1114 2.14绑扎2梁底直筋122.752-15+2780-152124.88绑扎1矩形箍(2)60.6910(200+120-4*18)*2+2*95.34(1800-2*50)/200+1110 1.53绑扎2梁底直筋122.212420+1800-152123.92绑扎1矩形箍(2)60.696(200+120-4*18)*2+2*95.34(1170-2*50)/200+1160.92绑扎2梁底直筋121.142-15+1170-15212 2.03绑扎1矩形箍(2)60.697(200+120-4*18)*2+2*95.34(1300-2*50)/200+117 1.07绑扎2梁底直筋121.272-15+1300-15212 2.26绑扎1矩形箍(2)60.696(200+120-4*18)*2+2*95.34(1190-2*50)/200+1160.92绑扎2梁底直筋121.602-15+1190+420212 2.83绑扎构件编号:GL1B1矩形箍(2)60.9312(200+240-4*18)*2+2*95.34(2350-2*50)/200+1112 2.47绑扎2受力锚固面筋12 3.192420+2350+420212 5.67绑扎3梁底直筋143.332490+2350+4902128.06绑扎位置信息:[A:6~7][D:6~7]相同构件:2单构件重量:17.69相同构件总重量:35.38标准层数:1位置信息:[A:1~1][A:3~3][A:3~4][A:4~5][A:5~6][7:A~B][1:A~B][1:C~D][D:1~1][D:3~3][D:3~4][D:4~5][D:5~6]相同构件:13单构件重量:16.19相同构件总重量:210.47位置信息:[C:6~6]相同构件:1单构件重量:3.32相同构件总重量:3.32位置信息:[B:5~5]相同构件:1单构件重量:3.75相同构件总重量:3.75位置信息:[7:B~C]相同构件:1单构件重量:5.44相同构件总重量:5.44位置信息:[1:B~B][3:B~B][3:B~B][1:C~C][3:C~C][3:C~C]相同构件:6单构件重量:2.94相同构件总重量:17.6416420416484164841648416484164842750127022051140159531903330钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量1矩形箍(2)60.9313(200+240-4*18)*2+2*95.34(2500-2*50)/200+1113 2.68绑扎2受力锚固面筋12 3.482492+2500+492212 6.19绑扎3梁底直筋143.652574+2500+5742128.83绑扎1矩形箍(2)60.9312(200+240-4*18)*2+2*95.34(2350-2*50)/200+1112 2.47绑扎2受力锚固面筋12 2.762420+2350-15212 4.89绑扎3梁底直筋142.832490+2350-152126.84绑扎构件编号:31梯板分布筋8 1.6720(1600-2*15)+2*50(sqrt((3300-600)*(3300-600)+1636.4*1636.4)+600)/200+112013.19绑扎2板下端负弯筋分布筋8 1.677(1600-2*15)+2*50600/200+max((3300/4-600),(3300-600)/5)*sqrt(270*270+164*164)/270/200+117 4.62绑扎3板上端负弯筋分布筋8 1.676(1600-2*15)+2*503300/4*sqrt(270*270+164*164)/270/200+116 3.96绑扎4梯板底筋14 4.1317sqrt((3300-600)*(3300-600)+1636.4*1636.4)+600+2*max(5*14,100)+2*87.5(1600-2*15)/100+111785.00绑扎5下端平板负弯筋(长)14 1.5317600+392+0.4*392+15*14+2*87.5(1600-2*15)/100+111731.55绑扎6下端平板负弯筋(加长)141.2017max((3300/4-600),(3300-600)/5)*sqrt(270*270+164*164)/270+(100-15)+392+87.5(1600-2*15)/100+111724.60绑扎7板上端负弯筋141.51173300/4*sqrt(270*270+164*164)/270+(100-15)+0.4*392+15*14+87.5(1600-2*15)/100+111730.96绑扎构件编号:4位置信息:[C:5]相同构件:1单构件重量:187.34相同构件总重量:187.34位置信息:[C:4]相同构件:1单构件重量:193.88相同构件总重量:193.88标准层数:1位置信息:[7:D~C]相同构件:1单构件重量:14.2相同构件总重量:14.2标准层数:11642041642041123852103484364827552825157015701570325770093221039263285392钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量1梯板分布筋8 1.6720(1600-2*15)+2*50(sqrt((3300-600+270)*(3300-600+270)+1800.04*1800.04)+(600-270))/200+112013.19绑扎2板下端负弯筋分布筋8 1.676(1600-2*15)+2*503300/4*sqrt(270*270+164*164)/270/200+116 3.96绑扎3板上端负弯筋分布筋8 1.676(1600-2*15)+2*50(max((3300/4-600+270),(3300-600)/5)*sqrt(270*270+164*164)/270+600-270)/200+116 3.96绑扎4梯板底筋14 4.1417sqrt((3300-600+270)*(3300-600+270)+1800.04*1800.04)+392+max(5*14,100)+2*87.5(1600-2*15)/100+111785.16绑扎5上端平板底筋140.9117(600-270)+392+max(5*14,100)+87.5(1600-2*15)/100+111718.72绑扎6板下端负弯筋14 1.53173300/4*sqrt(270*270+164*164)/270+(100-15)+392+87.5(1600-2*15)/100+111731.47绑扎7上端平板负弯筋(长)14 1.5017(600-270)+max((3300/4-600+270),(3300-600)/5)*sqrt(164*164+270*270)/270+(100-15)+0.4*392+15*14+87.5(1600-2*15)/100+111730.88绑扎构件编号:PTB11板凳筋[5:D~D]80.445(100-15*2)*2+100*3ceil(4507500/(1000*1000))150.87绑扎2板面筋[5:D~D]10 3.561085+3335+85+52(1450-2*45)/150+2/211021.95绑扎3板面筋[D:4~5]10 2.0223343+1341+343-113350/150+112328.61绑扎4板底筋[D~D:4~5]10 3.471048+3335+48+43(1450-2*45)/150+2/211021.44绑扎构件编号:TL1标准层数:1位置信息:[D:4~5]相同构件:1单构件重量:51.65相同构件总重量:51.65标准层数:1位置信息:相同构件:1单构件重量:72.86相同构件总重量:72.8615701570157034749668539210070100701003923573392343855794872103557193185钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量1截宽方向拉筋[1跨]60.3617200-2*22+2*6+2*95.34(3200-2*50)/200+1117 1.36绑扎2矩形箍(2)[1跨]8 1.2532(200+400-4*21)*2+2*107.122*ceil((600-50)/100+1)+(3200-2*50-2*ceil((600-50)/100)*100)/100-113215.75绑扎3构造腰筋[1跨]12 3.56215*12+3200+15*12212 6.32绑扎4受力锚固面筋[0跨]16 4.332327+15*16+3200+327+15*1621213.70绑扎5梁底直筋[1跨]18 3.63212*18+3200+12*1821214.53双面焊构件编号:TL31截宽方向拉筋[1跨]60.3617200-2*22+2*6+2*95.34(3300-2*50)/200+1117 1.36绑扎2矩形箍(2)[1跨]8 1.2533(200+400-4*21)*2+2*107.122*ceil((600-50)/100+1)+(3300-2*50-2*ceil((600-50)/100)*100)/100-113316.24绑扎3构造腰筋[1跨]12 3.66215*12+3300+15*12212 6.50绑扎4受力锚固面筋[0跨]16 3.302330021210.43绑扎5梁底直筋[1跨]18 3.73312*18+3300+12*1831322.39双面焊标准层数:1位置信息:[D:4~5]相同构件:1单构件重量:56.92相同构件总重量:56.92158358158358366035603300168168363237323854240240钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量构件编号:GZ11矩形箍(2*2)6 1.012(240+240-4*18)*2+2*95.342120.45绑扎2矩形箍(2*2)6 1.0118(240+240-4*18)*2+2*95.34ceil((700-50)/200)*2+(3570-2*50-2*ceil((700-50)/200)*200)/200+1118 4.02绑扎3竖向纵筋123.4443570+420-55041412.22绑扎361矩形箍(2*2)6 1.012(240+240-4*18)*2+2*95.342120.45绑扎2矩形箍(2*2)6 1.0118(240+240-4*18)*2+2*95.34ceil((700-50)/200)*2+(3570-2*50-2*ceil((700-50)/200)*200)/200+1118 4.02绑扎3竖向纵筋123.5443570+420-45041412.57绑扎80构件编号:GL1A1矩形箍(2)60.6910(200+120-4*18)*2+2*95.34(1800-2*50)/200+1110 1.53绑扎2梁底直筋122.282-15+1800+4922124.04绑扎1矩形箍(2)60.697(200+120-4*18)*2+2*95.34(1220-2*50)/200+117 1.07绑扎2梁底直筋121.192-15+1220-15212 2.11绑扎1矩形箍(2)60.698(200+120-4*18)*2+2*95.34(1400-2*50)/200+118 1.22绑扎2梁底直筋121.372-15+1400-15212 2.43绑扎位置信息:[C:1~1][C:3~3][B:1~1][B:3~3][C:3~4][B:3~4][C:6~6]相同构件:7单构件重量:3.65相同构件总重量:25.55位置信息:[1:C~B][7:C~B]相同构件:2单构件重量:5.57相同构件总重量:11.14位置信息:[1:C~C][3:C~C][3:C~C][1:B~B][3:B~B][3:B~B]相同构件:6单构件重量:3.18相同构件总重量:19.08位置信息:[D:1][D:1][D:3][D:3][D:3][D:4][D:4][D:5][D:5][D:6][A:6][A:5][A:5][A:4][A:4][A:3][A:3][A:3][A:1][A:1]相同构件:20单构件重量:17.05相同构件总重量:341标准层数:1标准层数:1位置信息:[D:1][D:6][D:7][B:7][A:7][A:6][A:1][B:1][C:1]相同构件:9单构件重量:16.69相同构件总重量:150.21楼层：第3层本楼层钢筋总量:803.864204204204204204204204204-1303570-303570164841648416484137022771190钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量1矩形箍(2)60.696(200+120-4*18)*2+2*95.34(1190-2*50)/200+1160.92绑扎2梁底直筋121.672-15+1190+4922122.96绑扎1矩形箍(2)60.697(200+120-4*18)*2+2*95.34(1300-2*50)/200+117 1.07绑扎2梁底直筋121.272-15+1300-15212 2.26绑扎1矩形箍(2)60.6914(200+120-4*18)*2+2*95.34(2780-2*50)/200+1114 2.14绑扎2梁底直筋122.752-15+2780-15212 4.88绑扎构件编号:GL1B1矩形箍(2)60.9311(200+240-4*18)*2+2*95.34(2100-2*50)/200+1111 2.26绑扎2受力锚固面筋12 2.942420+2100+420212 5.22绑扎3梁底直筋143.082490+2100+4902127.45绑扎1矩形箍(2)60.9314(200+240-4*18)*2+2*95.34(2600-2*50)/200+1114 2.88绑扎2受力锚固面筋12 3.012420+2600-15212 5.34绑扎3梁底直筋143.082490+2600-152127.44绑扎1矩形箍(2)60.9312(200+240-4*18)*2+2*95.34(2250-2*50)/200+1112 2.47绑扎位置信息:[D:6~7][A:6~7]相同构件:2单构件重量:16.44相同构件总重量:32.88位置信息:[7:B~A][1:B~A][1:D~C][D:1~1][D:3~3][D:3~4][D:4~5][D:5~6][A:1~1][A:3~3][A:3~4][A:4~5][A:5~6]相同构件:13单构件重量:14.94相同构件总重量:194.22位置信息:[7:D~C]相同构件:1单构件重量:15.66相同构件总重量:15.66位置信息:[B:6~6]相同构件:1单构件重量:7.02相同构件总重量:7.02标准层数:1位置信息:[B:5~5]相同构件:1单构件重量:3.88相同构件总重量:3.88位置信息:[C:6~6]相同构件:1单构件重量:3.32相同构件总重量:3.321642041642041642041648416484164842750127016672940308030053075钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量2受力锚固面筋12 3.232492+2250+492212 5.74绑扎3梁底直筋143.402574+2250+5742128.22绑扎32343398钢筋编号钢筋名称钢筋级别钢筋直径钢筋简图单根长度(m)钢筋根数长度计算式数量表达式相同钢筋数量合计根数总重(kg)接头类型接头数量构件编号:GZ11矩形箍(2*2)6 1.012(240+240-4*18)*2+2*95.342120.45绑扎2矩形箍(2*2)6 1.014(240+240-4*18)*2+2*95.34ceil((700-50)/200)*2+(600-2*50-2*ceil((700-50)/200)*200)/200+1140.89绑扎3柱插筋120.924420+504414 3.28绑扎4竖向纵筋121.304600+(240+240)/2-15*3+5004144.60绑扎64构件编号:YD11宽向直分布筋40.4459420-2*16+2*25(11760-2*50)/200+1159 2.56绑扎2压顶主筋612.71311760+2*250+375+2*37.53138.47绑扎61宽向直分布筋40.44105420-2*16+2*25(20960-2*50)/200+11105 4.55绑扎2压顶主筋621.91320960+2*250+375+2*37.531314.59绑扎6位置信息:[A:1~7][D:7~1]相同构件:2单构件重量:19.14相同构件总重量:38.28备注：相同钢筋数量是指相同构件内钢筋完全相同（包括长度，长度算式，数量，数量算式）标准层数:1位置信息:[1:D~A][7:A~D]相同构件:2单构件重量:11.02相同构件总重量:22.04标准层数:1位置信息:[A:1][2:A][A:4][A:5][A:7][C:7][D:7][D:5][D:4][D:3][2:D][D:1][D:1][C:1][A:1][A:3]相同构件:16单构件重量:9.22相同构件总重量:147.52楼层：第4层本楼层钢筋总量:207.90420420420420421010853883889242501221025025021410250。