工程-钢筋明细表
广联达钢筋-钢筋明细表1
12
2跨.箍筋1
12
2跨.箍筋2
12
2跨.箍筋3
12
2跨.箍筋4
12
2跨.箍筋5
12
钢筋明细表
编制日期：2011-12-22
钢筋总重：5411.864Kg
钢筋图形
计算公式
根数 总根数 单长m 总长m
2*((500-2*40)+(500-
2*40))+2*(11.9*d)+(8
22 44 2.062 90.728
*d)
1750+3050+50040+420/2
2
4 3.5
14
6 12 11.94 143.28
6 12 2.062 24.744
12 24 1.43 34.32
22 44 2.062 90.728
44 88 1.43 125.84
6 12 5.47 65.64
1750+1750
2*((500-2*40)+(5002*40))+2*(11.9*d)+(8
25)/4*2+25)+(5002*30))+2*(11.9*d)+(8
76 304 1.663 505.552
*d) 构件数量：4
本构件钢筋重：315.444Kg
第1页 共18页
工程名称：广联达钢筋
楼层名称：基础层（绘图输入） 筋号 级别 直径
1跨.跨中筋 1
25
1跨.右支座 筋1
25
1跨.上通长 筋1
25
1跨.箍筋1
12
1跨.箍筋2
12
1跨.箍筋3
12
1跨.箍筋4
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>。
59956_26268_钢筋明细表
筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg 构件数量：19全部纵筋插筋.1163700/3+850-40+max(6*d,150)12228 2.193500.004789.177箍筋.182*((500-2*20)+(500-2*20))+2*(11.9*d)357 2.03115.7145.657构件数量：9B边插筋.1163700/3+850-40+max(6*d,150)436 2.19378.948124.607H边插筋.1163700/3+850-40+max(6*d,150)436 2.19378.948124.607角筋插筋.1163700/3+850-40+max(6*d,150)436 2.19378.948124.607箍筋.1102*((500-2*20)+(500-2*20))+2*(11.9*d)327 2.07856.10634.592构件数量：8插筋.112600+10*d 4320.7223.0420.455构造柱预留筋.11254*d+38*d 432 1.10435.32831.365箍筋.182*((200-2*25)+(300-2*25))+2*(11.9*d)4320.9931.6812.5构件数量：2砌体加筋.1104000+200+60+200+6048 4.5236.1622.294砌体加筋.2107000+200+60+200+608167.52120.3274.182砌体横筋.18240-60-60+12.5*d36720.2215.84 6.25构件数量：2构件名称：KZ-2[243]本构件钢筋重：43.939Kg 构件位置：<2+7500,C+11399>;<2+15000,C+11399>;<2+22500,C+11399>;<2+34500,C+3000>;<2+34500,C>;<2+30000,C>;<2+30000,C+2999>;<2+22500,C+3000>;<2+22500,C>;<2+15000,C+3000>;<2+15000,C>;<2+7500,C+3000>;<2+7500,C>;<2,C>;<1,C>;<1,B>;<2+7500,D>;<2+15000,D>;<2+22500,D>构件名称：KZ-1[291]本构件钢筋重：45.379Kg 楼层名称：基础层（绘图输入）钢筋总重：12010.715Kg 构件名称：外墙[1250]本构件钢筋重：51.363Kg 构件位置：<1,B+8400><2+34500,C+11400>;<1,D><2+34500,D>构件名称：外墙[1251]本构件钢筋重：27.273Kg构件位置：<1,B+8400>;<1+4500,B+8400>;<2+34500,C+11399>;<2+30000,C+11399>;<2,C+3000>;<2,D>;<1,D>;<2+34500,D>;<2+30000,D>构件名称：楼梯构造柱[1819]本构件钢筋重：8.04Kg构件位置：<1,B+6400>;<1+4500,B+2680>;<1,B+2680>;<1+4500,B+6400>;<2+34500,C-2680>;<2+29999,C-2680>;<2+29999,D+2000>;<2+34500,D+2000>构件位置：<1,D><1,B+8400>;<2+34499,D><2+34499,C+11400>砌体加筋.1107900+200+60+200+60+460488.8871.0443.799砌体加筋.2102500+200+60+200+6024 3.0212.087.448砌体横筋.18240-60-60+12.5*d 19380.228.36 3.299构件数量：4砌体加筋.187900+200+60+200+60+368288.78870.30427.741砌体横筋.18240-60-60+12.5*d 8320.227.04 2.778构件数量：1砌体加筋.187400+200+60-60+60227.6615.32 6.045砌体横筋.18240-60-60+12.5*d880.22 1.760.694构件数量：1砌体加筋.185720-60+60-60+6022 5.7211.44 4.514砌体横筋.18240-60-60+12.5*d 660.22 1.320.521构件数量：1砌体加筋.187000+200+60+200+60667.5245.1217.804砌体加筋.284000+200+60+200+6022 4.529.04 3.567砌体横筋.18240-60-60+12.5*d25250.22 5.5 2.17构件数量：1砌体加筋.187000+200+60+200+60887.5260.1623.738砌体横筋.18240-60-60+12.5*d28280.22 6.16 2.431构件数量：1构件名称：内墙[1256]本构件钢筋重：6.74Kg 构件位置：<1+4500,B+2680><2+7500,C+5680>构件名称：内墙[1257]本构件钢筋重：5.035Kg构件名称：内墙[1254]本构件钢筋重：7.63Kg构件位置：<1+4500,B+8399><2,C+3000>;<2+7500,C+3000><2+7500,C+11399>;<2,D><2,C>;<2+30000,C><2+30000,D>构件名称：内墙[1260]本构件钢筋重：26.169Kg构件位置：<2,C><2+30000,C>构件名称：内墙[1262]本构件钢筋重：7.693Kg构件位置：<2+3750,C+5680><1+8250,B+8399>构件名称：内墙[1258]本构件钢筋重：23.541Kg 构件位置：<2+7500,C+3000><2+34500,C+3000>构件位置：<2+4500,D><2+4500,C-9>砌体加筋.188390-60+60-60+60+368228.75817.516 6.912砌体横筋.18240-60-60+12.5*d 990.22 1.980.781构件数量：1砌体加筋.187000+200+60+200+60227.5215.04 5.935砌体横筋.18240-60-60+12.5*d 770.22 1.540.608构件数量：41跨.左支座筋122500-40+15*d+133328 2.12316.98450.6811跨.左支座筋320500-40+15*d+133328 2.09316.74441.2931跨.下通长筋12548*d-1333+4000+48*d-233328 2.73421.87284.2811跨.右支座筋1222333+250+250+233328 5.16641.328123.3251跨.右支座筋3202333+250+250+233328 5.16641.328101.9211跨.上通长筋120500-40+15*d+38500+500-40+15*d 41640.02640.321579.1322跨.下通长筋12548*d-2333+7000+48*d-233328 4.73437.872145.9352跨.右支座筋1222333+250+250+233328 5.16641.328123.3252跨.右支座筋3202333+250+250+233328 5.16641.328101.9213跨.下通长筋12548*d-2333+26500+500-40+15*d 2826.202209.616807.7293跨.右支座筋1222333+250+250+233328 5.16641.328123.3254跨.右支座筋1222333+250+250+233328 5.16641.328123.3255跨.右支座筋1222333+250+250+233328 5.16641.328123.325构件名称：JZL-1[655]本构件钢筋重：1099.736Kg 构件位置：<1,B+8400><2+34500,C+11400>;<1,B><2+34500,C+3000>;<1,C><2+34500,C>;<1,D><2+34500,D>构件名称：内墙[1264]本构件钢筋重：6.542Kg构件位置：<2,C+3000><2+7500,C+3000>6跨.右支座筋1221333+500-40+15*d28 2.12316.98450.6811跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)312 1.4717.64 6.961跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)312 1.09813.176 5.1991跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)2184 1.47123.4848.7231跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)2184 1.09892.23236.3932跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)28 1.4711.76 4.642跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)28 1.0988.784 3.4662跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)36144 1.47211.6883.5262跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)36144 1.098158.11262.3893跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)28 1.4711.76 4.643跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)28 1.0988.784 3.4663跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)36144 1.47211.6883.5263跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)36144 1.098158.11262.3894跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)28 1.4711.76 4.644跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)28 1.0988.784 3.4664跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)36144 1.47211.6883.5264跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)36144 1.098158.11262.3895跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)28 1.4711.76 4.645跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)28 1.0988.784 3.4665跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)36144 1.47211.6883.5265跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)36144 1.098158.11262.3896跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)28 1.4711.76 4.646跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)28 1.0988.784 3.4666跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)312 1.4717.64 6.966跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)312 1.09813.176 5.1996跨.箍筋582*((400-2*40)+(400-2*40))+2*(11.9*d)2184 1.47123.4848.7236跨.箍筋682*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)2184 1.09892.23236.393构件数量：71跨.左支座筋122500-40+15*d+2633214 3.42347.922143.0021跨.左支座筋320500-40+15*d+2633214 3.39347.502117.1481跨.下通长筋12548*d-2633+7900+48*d-2633214 5.03470.476271.571跨.右支座筋1222633+250+3000+250+26332148.766122.724366.2151跨.右支座筋3202633+250+3000+250+26332148.766122.724302.6571跨.上通长筋120500-40+15*d+19300+500-40+15*d42820.82582.961437.6733跨.下通长筋12548*d-2633+7900+500-40+15*d2147.302102.228393.9233跨.右支座筋1222633+500-40+15*d214 3.42347.922143.002构件名称：JZL-1[664]本构件钢筋重：557.944Kg构件位置：<2+34500,D><2+34500,C+11399>;<2+30000,D><2+30000,C+11399>;<2+22500,D><2+22500,C+11399>;<2+15000,D><2+15000,C+11399>;<2+7500,D><2+7500,C+11399>;<2,D><1+4500,B+8400>;<1,D><1,B+8400>1跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)321 1.4730.8712.1811跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)321 1.09823.0589.0981跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)40280 1.47411.6162.4111跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)40280 1.098307.44121.3112跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)214 1.4720.588.1212跨.箍筋282*(((400-2*40-2*d-22)/3*1+22+2*d)+(400-2*40))+2*(11.9*d)214 1.09415.316 6.0432跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)1391 1.47133.7752.7842跨.箍筋482*(((400-2*40-2*d-22)/3*1+22+2*d)+(400-2*40))+2*(11.9*d)1391 1.09499.55439.2833跨.箍筋182*((400-2*40)+(400-2*40))+2*(11.9*d)214 1.4720.588.1213跨.箍筋282*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)214 1.09815.372 6.0663跨.箍筋382*((400-2*40)+(400-2*40))+2*(11.9*d)321 1.4730.8712.1813跨.箍筋482*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)321 1.09823.0589.0983跨.箍筋582*((400-2*40)+(400-2*40))+2*(11.9*d)40280 1.47411.6162.4113跨.箍筋682*(((400-2*40-2*d-25)/3*1+25+2*d)+(400-2*40))+2*(11.9*d)40280 1.098307.44121.311构件数量：81跨.下通长筋12048*d-2667+8000+400-40+15*d216 6.953111.248274.3551跨.左支座筋118400-40+15*d+2667216 3.29752.752105.3771跨.左支座筋322400-40+15*d+2667216 3.35753.712160.28构件名称：JZL-2[692]本构件钢筋重：196.286Kg构件位置：<2+3750,C+3000><1+8250,B+8399>;<2+3749,D-200><2+3749,C>;<2+11249,D-200><2+11249,C>;<2+11250,C+3000><2+11250,C+11399>;<2+18749,D-200><2+18749,C>;<2+18750,C+3000><2+18750,C+11399>;<2+26249,D-200><2+26249,C>;<2+26250,C+3000><2+26250,C+11399>1跨.右支座筋1222667+400-40+15*d216 3.35753.712160.281跨.上部钢筋11812*d+8000+12*d4328.432269.824538.9981跨.箍筋182*((350-2*40)+(350-2*40))+2*(11.9*d)324 1.2730.4812.0271跨.箍筋282*(((350-2*40-2*d-22)/3*1+22+2*d)+(350-2*40))+2*(11.9*d)3240.96123.0649.1011跨.箍筋382*((350-2*40)+(350-2*40))+2*(11.9*d)324 1.2730.4812.0271跨.箍筋482*(((350-2*40-2*d-22)/3*1+22+2*d)+(350-2*40))+2*(11.9*d)3240.96123.0649.1011跨.箍筋582*((350-2*40)+(350-2*40))+2*(11.9*d)41328 1.27416.56164.3691跨.箍筋682*(((350-2*40-2*d-22)/3*1+22+2*d)+(350-2*40))+2*(11.9*d)413280.961315.208124.377构件数量：28横向底筋.1121500-40-40256 1.4279.5270.599横向底筋.2121500-40-406168 1.42238.56211.798纵向底筋.1121500-40-40256 1.4279.5270.599纵向底筋.2121500-40-406168 1.42238.56211.798构件名称：DJ-1[362]本构件钢筋重：20.171Kg构件位置：<2+7500,C+11399>;<2+15000,C+11399>;<2+22500,C+11399>;<2+34500,C+3000>;<2+34500,C>;<2+30000,C>;<2+30000,C+2999>;< 2+22500,C+3000>;<2+22500,C>;<2+15000,C+3000>;<2+15000,C>;<2+7500,C+3000>;<2+7500,C>;<2,C>;<1,C>;<1,B>;<2+7500,D> ;<2+15000,D>;<2+22500,D>;<1,B+8400>;<1+4500,B+8400>;<2+34500,C+11399>;<2+30000,C+11399>;<2,C+3000>;<2,D>;<1,D>;<2+34500,D>;<2+30000,D>。
广联达钢筋-钢筋明细表1
25)/4*2+25)+(5002*30))+2*(11.9*d)+(8
76 304 1.663 505.552
*d) 构件数量：4
本构件钢筋重：315.444Kg
*d) 2*(((500-2*40-
25)/5*1+25)+(5002*40))+2*(11.9*d)+(8
44 88 1.43 125.84
*d) 构件数量：2
本构件钢筋重：462.827Kg
构件位置：<2,A><2,C>;<3,A><3,C>
500-40+420/2250+1800
4
8 2.22 17.76
*d) 2*(((500-2*40-
25)/5*1+25)+(500-
2*40))+2*(11.9*d)+(8
*d) 2*((500-2*40)+(500-
2*40))+2*(11.9*d)+(8
*d) 2*(((500-2*40-
25)/5*1+25)+(500-
2*40))+2*(11.9*d)+(8
4100/3+50040+max(12*d,150)
14 56 2.127 119.112
2*(340+440)+2*(11.9* d)+8*d
2
8 1.878 15.024
构件数量：2 构件位置：<2,B>;<3,B>
本构件钢筋重：76.15Kg
4100/3+50040+max(12*d,150)
造价广联达钢筋明细表
楼层名称：基础层（绘图输入） 筋号 级别 直径
构件名称：KZ-1[80]
钢筋
25
钢筋
25
箍筋.1
10
箍筋.2
10
箍筋.3
10
构件名称：KL-1[64]
1跨.上通 长筋1
22
钢筋
22
1跨.右支 座筋1
22
1跨.右支 座筋3
22
1跨.侧面
构造通长
10
筋1
钢筋
22
2跨.下部 钢筋1
20
钢筋
(2502*20)+2*(75+1.9*d)
85
85 1.978 168.13 103.736
62
62 0.383 23.746
5.272
第1页共2页
工程名称：工程1
钢筋
25
构件名称：BJ-2[120]
钢筋
16
钢筋
16
构件名称：DJ-1[150]
钢筋
12
钢筋明细表
编制日期：2015-03-16
ቤተ መጻሕፍቲ ባይዱ
250-2*20
构件数量：2 构件位置：<1+200,A>;<4-200,A>
2500-40-40
18
18 0.21 3.78
本构件钢筋重：107.724Kg
4
8 2.42 19.36
14.553 30.589
0.9*2500
26
52 2.25
117
构件数量：2 构件位置：<2-200,A>;<3+200,A>
本构件钢筋重：19.518Kg
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。
钢筋汇总表格样本
钢筋形状统计明细表
134 工程名称：工程1 8 钢筋总重(t)：35.649 18 2.385 42.93 编制日期：2012-11-21 0.941 16.94 135 8 196 2.4 470.4 0.947 185.613
136
8
18
2.585
46.53
1.02
18.36
137
8
108
2.6
8.502
4
6
16
1.46
23.36
0.38
6.085
5
6
12
1.66
19.92
0.432
5.189
6
6
12
1.78
21.36
0.464
5.564
7
6
42
1.96
82.32
0.511
21.443
8
6
6
1.98
11.88
0.516
3.095
9
6
4
2.08
8.32
0.542
2.167
10
6
6
2.58
15.48
2874.749
103
14
9
9.256
83.304
11.185
100.666
104
14
10
9.356
93.56
11.306
113.06
105
14
132
12.888 1701.216
15.574
2055.78
106
14
126
13.488 1699.488
16.299
（图形）钢筋明细表
（图形）钢筋明细表钢筋名称级别直径钢筋简图长度计算式根数单长m 重量kg层数:1板底筋[4~6:A~A]8-20+1560-20+2*6.25*D 7 1.62 4.48板负筋[4:F~A]8(100-20)+590+(100-20)710.7521.03构造分布筋[C:4~5]6150+8114+150+0.6*30058.619.55板底筋[6~9:B~B]8((240/2))+4560+((240/2))+2*6.25*D 17 4.932.9板负筋[6:A~A]8(240-25-30)+15*D+885+(100-20)+6.25*D 8 1.32 4.17板负筋[6:A~A]8(100-20)+590+(100-20)70.75 2.07构造分布筋[A:6~6]6150+773+1503 1.070.71构造分布筋[A:6~7]6150+615+15040.920.81板负筋[8:A~B]10(100-20)+2040+(100-20)19 2.225.79构造分布筋[A:7~9]6150+2025+1508 2.33 4.13板负筋[9:B~A]8(100-20)+435+(240-25-30)+15*D+6.25*D 170.87 5.84构造分布筋[A:9~9]6150+2475+1502 2.78 1.23板底筋[4~6:B~B]8((240/2))+1560+((240/2))+2*6.25*D 10 1.97.51板负筋[4:A~B]8(100-20)+435+(240-25-30)+15*D+6.25*D 80.87 2.75板负筋[6:A~B]8(240-25-30)+15*D+795+(100-20)+6.25*D 19 1.239.23构造分布筋[B:5~4]6150+1188+1502 1.490.66构造分布筋[B:7~5]6150+1643+34*D 8 2. 3.55板底筋[1~2:B~B]8-20+1560-20+2*6.25*D 7 1.62 4.48板负筋[1:B~B]8(100-20)+610+(100-20)70.77 2.13构造分布筋[B:1~1]6150+872+15031.190.79编号:LB1相同构件:1 重量：1907.12[4~6:A~A]1907.12 * 1= 1907.12钢筋明细表工程名称:竣工后图形第1页共18页楼层:首层钢筋总重:4359.37构件：板本类构件：4359.37 16201620490019005908080590808061080808605107323252775148819971191112012080103012080915204080806708012067080120板底筋[2~4:C~C]8((240/2))+2760+((240/2))+2*6.25*D17 3.120.82板负筋[3:B~B]8(240-25-30)+15*D+885+(100-20)+6.25*D7 1.32 3.65 构造分布筋[B:2~1/3]6150+445+15040.750.66板负筋[4:C~B]8(100-20)+2040+(100-20)23 2.219.99构造分布筋[B:1/3~6]6150+1553+1508 1.85 3.29板底筋[4~8:C~C]8((240/2))+4560+((240/2))+2*6.25*D17 4.932.9板负筋[8:C~B]8(100-20)+2040+(100-20)23 2.219.99构造分布筋[B:7~9]6150+2010+1508 2.31 4.1板底筋[8~9:C~C]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[9:C~B]8(100-20)+435+(240-25-30)+15*D+6.25*D170.87 5.84 构造分布筋[B:9~9]6150+2460+1502 2.76 1.23板底筋[1~2:C~C]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75板负筋[1:B~C]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09板负筋[2:B~C]10(240-25-30)+15*D+795+(100-20)+6.25*D9 1.277.07构造分布筋[C:1/3~1]6150+1331+1508 1.66 2.94构造分布筋[C:1~1]6150+875+1502 1.180.52板底筋[1~2:C~C]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75板负筋[1:C~D]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09板负筋[2:C~D]10(240-25-30)+15*D+795+(100-20)+6.25*D9 1.277.07构造分布筋[C:1/3~1]634*D+1318+1508 1.65 2.92构造分布筋[C:1~1]6150+875+1502 1.180.52板底筋[2~4:C~C]8((240/2))+2760+((240/2))+2*6.25*D17 3.120.82板负筋[4:D~C]8(100-20)+2040+(100-20)23 2.219.99构造分布筋[D:1/3~6]6150+1560+1508 1.86 3.3板底筋[4~8:C~C]8((240/2))+4560+((240/2))+2*6.25*D17 4.932.9 490049001900190019003100310018532310276016581175117516451860112012080104315080104315080745204080802040808020408080670801206708012067080120板负筋[8:D~C]8(100-20)+2040+(100-20)23 2.219.99构造分布筋[C:7~9]6150+2010+1508 2.31 4.1板底筋[8~9:C~C]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[9:D~C]8(100-20)+435+(240-25-30)+15*D+6.25*D170.87 5.84 构造分布筋[D:9~9]6150+2460+1502 2.76 1.23板负筋[1:D~D]8(100-20)+690+(100-20)70.85 2.35板底筋[1~2:D~D]8-20+1560-20+2*6.25*D7 1.62 4.48构造分布筋[D:1~1]6150+857+1503 1.180.78板负筋[2:D~D]8(100-20)+666+(100-20)70.83 2.28板负筋[3:D~D]8(240-25-30)+15*D+885+(100-20)+6.25*D8 1.32 4.17构造分布筋[D:2~1/3]6150+700+1504 1.0.89构造分布筋[D:2~2]6150+857+1503 1.160.77板负筋[1:E~D]8(100-20)+570+(100-20)70.73 2.02板底筋[1~2:E~E]8-20+1560-20+2*6.25*D7 1.62 4.48构造分布筋[E:1~1]6150+824+1503 1.140.76板底筋[2~4:F~F]8((240/2))+2760+((240/2))+2*6.25*D17 3.120.82板负筋[2:E~D]8(100-20)+562+(100-20)70.72 2.板负筋[3:E~D]8(240-25-30)+15*D+885+(100-20)+6.25*D8 1.32 4.17构造分布筋[E:2~1/3]6150+700+1504 1.0.89构造分布筋[E:2~2]6150+1092+1503 1.390.93板负筋[4:F~D]10(100-20)+2040+(100-20)17 2.223.08构造分布筋[E:1/3~6]6150+1575+1508 1.88 3.33板底筋[4~8:E~E]8((240/2))+4560+((240/2))+2*6.25*D17 4.932.9板负筋[8:F~D]10(100-20)+2040+(100-20)17 2.223.08构造分布筋[E:7~9]6150+2025+1508 2.33 4.13 1620162049003100 690 8080 666 8080 570 8080 562 8080 2325 2310 2760 1175 1000 1000 1157 1142 1392 1875 1120 12080 1120 12080 2040 8080 2040 8080 2040 808080120板底筋[8~9:E~E]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[9:F~D]8(100-20)+435+(240-25-30)+15*D+6.25*D170.87 5.84 构造分布筋[E:9~9]6150+2475+1502 2.78 1.23板底筋[1~2:F~F]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75板负筋[1:F~E]8(240-25-30)+15*D+435+(100-20)+6.25*D90.87 3.09 构造分布筋[F:1~1/3]634*D+1318+1508 1.67 2.97构造分布筋[F:1~1]6150+890+1502 1.190.53板负筋[3:F~E]10(240-25-30)+15*D+795+(100-20)+6.25*D10 1.277.85板负筋[5:G~H]10(120-20)+1793+(100-20)10 1.9712.17板底筋[6~7:H~H]8((240/2))+2760+((240/2))+2*6.25*D8 3.19.8板负筋[7:H~G]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[G:7~8]6150+458+15040.760.67板底筋[7~10:G~H]8-20+3355+((240/2))+2*6.25*D8 3.5611.23板负筋[10:H~G]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[G:9~10]6150+225+15040.530.47板底筋[10~11:G~H]8((240/2))+3360+((240/2))+2*6.25*D8 3.711.69板负筋[11:H~G]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[H:11~11]6150+225+15040.530.47板底筋[11~12:H~H]8((240/2))+3360+((240/2))+2*6.25*D8 3.711.69板负筋[12:H~G]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[G:12~12]6150+225+15040.530.47板底筋[12~13:H~H]8((240/2))+3360+((240/2))+2*6.25*D8 3.711.69板负筋[13:H~G]8(100-20)+345+34*D80.7 2.2构造分布筋[G:13~13]6150+225+15020.530.23板底筋[13~14:H~H]8((240/2))+3360+((350/2))+2*6.25*D8 3.7611.87 1900190031003700 3700 3700 3755 560 8057 2775 1672 1190 1043 15080 1793 10080 758 525 525 525 525 670 80120 670 12080 1140 8080 1140 8080 1140 8080 1140板面筋[14:G~H]834*D+3360+34*D+2*6.25*D8 4.12.65板底筋[6~7:J~J]8((240/2))+2760+((240/2))+2*6.25*D7 3.18.57板面筋[6:H~J]8(240-25-30)+15*D+2760+(240-25-30)+15*D+2*6.25*D7 3.479.59板底筋[1~3:K~K]8-20+2360-20+2*6.25*D15 2.4214.34板负筋[1:K~J]8(100-20)+860+(100-20)15 1.02 6.04构造分布筋[J:1~1]6150+1930+1504 2.24 1.99板负筋[3:K~J]8(100-20)+860+(100-20)15 1.02 6.04构造分布筋[J:2~3]6150+2240+1504 2.57 2.28板底筋[3~5:K~K]8((240/2))+2760+((240/2))+2*6.25*D15 3.118.37板负筋[1/3:K~J]8(240-25-30)+15*D+735+(100-20)+6.25*D15 1.17 6.93构造分布筋[K:3~1/3]6150+1370+1503 1.67 1.11板负筋[5:K~J]8(100-20)+735+(240-25-30)+15*D+6.25*D15 1.17 6.93构造分布筋[K:4~6]6150+1370+1503 1.67 1.11板底筋[3~5:L~L]8-20+2760-20+2*6.25*D14 2.8215.59板负筋[1/3:K~M]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[L:3~1/3]6150+1643+1504 1.96 1.74板负筋[5:K~M]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[L:4~6]6150+1643+1504 1.96 1.74板底筋[7~8:M~M]8-20+1360-20+2*6.25*D8 1.42 4.49板负筋[7:M~L]8(100-20)+578+(100-20)80.74 2.33构造分布筋[L:7~7]6150+1069+1503 1.390.92板底筋[8~10:M~M]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[8:M~L]8(100-20)+597+(100-20)80.76 2.39板负筋[8:M~L]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75构造分布筋[L:8~9]6150+1125+34*D2 1.480.66 3100310024202820 1420 2100 860 8080 860 8080 960 8080 960 8080 578 8080 597 8080 2244 2567 1670 1670 1956 1956 1387 1479 670 12080 970 12080 970 80120 3947573230120120构造分布筋[M:8~8]6150+1314+1503 1.61 1.07板负筋[10:M~L]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[L:9~10]6150+1125+34*D4 1.48 1.31板底筋[10~11:M~M]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[10:M~L]8(100-20)+435+(240-25-30)+15*D+6.25*D80.87 2.75板负筋[11:M~L]8(100-20)+598+(100-20)80.76 2.4构造分布筋[L:10~11]6150+1125+34*D2 1.480.66构造分布筋[M:11~11]6150+1116+1503 1.420.94板底筋[11~11:M~M]8-20+1360-20+2*6.25*D8 1.42 4.49板负筋[11:M~L]8(100-20)+1040+(100-20)8 1.2 3.79构造分布筋[L:11~11]6150+1032+1505 1.34 1.49板底筋[11~11:M~M]8-20+1360-20+2*6.25*D8 1.42 4.49板底筋[11~12:M~M]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[11:M~L]8(100-20)+610+(100-20)80.77 2.43板负筋[12:M~L]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75 构造分布筋[L:11~12]6150+1125+34*D2 1.480.66构造分布筋[M:11~11]6150+1123+1503 1.420.95板负筋[12:M~L]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[L:12~12]6150+1125+34*D4 1.48 1.31板底筋[12~13:L~L]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[12:M~L]8(100-20)+435+(240-25-30)+15*D+6.25*D80.87 2.75板负筋[13:M~L]8(100-20)+466+(100-20)80.63 1.98构造分布筋[L:12~13]6150+1125+34*D2 1.480.66构造分布筋[M:13~13]6150+1199+1502 1.50.67板底筋[13~13:M~M]8-20+1360-20+2*6.25*D8 1.42 4.49 142014202100 2100 2100 610 8080 598 8080 466 8080 1479 1479 1479 1479 1479 1614 1416 1342 1423 1499 670 80120 670 80120 670 12080 1140 8080 1140 80808080板负筋[13:M~L]8(100-20)+627+(100-20)80.79 2.49构造分布筋[M:13~13]6150+1079+1503 1.420.94板负筋[A:4~6]8(100-20)+590+(100-20)80.75 2.37板负筋[A:6~8]8(240-25-30)+15*D+885+(100-20)+6.25*D14 1.327.3板负筋[A:8~9]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75构造分布筋[8:A~A]6150+225+15020.530.23板底筋[6~6:A~A]8-20+1260-20+2*6.25*D8 1.32 4.17板负筋[A:4~6]8(100-20)+590+(100-20)90.75 2.67构造分布筋[6:A~A]6150+830+1503 1.130.75构造分布筋[6:A~A]6150+1073+1503 1.390.93板底筋[7~7:A~B]8((240/2))+3360+((240/2))+2*6.25*D22 3.732.15构造分布筋[7:A~A]6150+975+1504 1.28 1.13板底筋[6~6:A~B]8((240/2))+1860+((240/2))+2*6.25*D8 2.2 6.95板负筋[A:6~4]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75 构造分布筋[6:A~B]6150+330+15020.630.28板负筋[B:2~1]8(100-20)+610+(100-20)80.77 2.43构造分布筋[2:B~B]6150+1316+1503 1.63 1.09板负筋[B:4~2]10(240-25-30)+15*D+915+(100-20)+6.25*D14 1.3912.03构造分布筋[1/3:B~B]6150+975+1504 1.28 1.13板负筋[B:4~6]8(100-20)+435+(240-25-30)+15*D+6.25*D80.87 2.75板负筋[B:4~8]8(100-20)+1990+(100-20)46 2.1539.07构造分布筋[6:B~B]634*D+1560+34*D2 1.970.87构造分布筋[7:B~B]634*D+3210+1508 3.54 6.28板负筋[B:9~8]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[8:B~B]6150+225+15040.530.47 3700132022005908080590808061080806278080141511301391127512751634196835371120120801163150805255256306708012067012080670120801140808019908080板底筋[2~2:B~B]8-20+1360-20+2*6.25*D 8 1.42 4.49板底筋[1/3~1/3:B~C]8((240/2))+3360+((240/2))+2*6.25*D 14 3.720.46板底筋[7~7:B~C]8((240/2))+3360+((240/2))+2*6.25*D 23 3.733.61板底筋[9~9:B~C]8((240/2))+3360+((240/2))+2*6.25*D 8 3.711.69板底筋[2~2:B~C]8((240/2))+1760+((240/2))+2*6.25*D 8 2.1 6.64板负筋[B:1~2]8(100-20)+610+(100-20)80.77 2.43板负筋[C:2~1]8(240-25-30)+15*D+435+(100-20)+6.25*D 80.87 2.75构造分布筋[1:B~B]6150+1436+1503 1.74 1.16构造分布筋[2:B~C]6150+330+15020.630.28板负筋[C:1~2]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[2:C~C]6150+330+15040.630.56板负筋[C:2~4]8(100-20)+2040+(100-20)19 2.216.51构造分布筋[1/3:C~C]634*D+1860+1508 2.21 3.93板负筋[C:4~8]8(100-20)+2040+(100-20)31 2.226.94构造分布筋[7:C~C]6150+2760+1508 3.06 5.43板负筋[C:9~8]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[9:C~C]6150+225+15040.530.47板底筋[2~2:C~D]8((240/2))+1760+((240/2))+2*6.25*D82.16.64板底筋[1/3~1/3:C~D]8((240/2))+3360+((240/2))+2*6.25*D 14 3.720.46板底筋[7~7:C~D]8((240/2))+3360+((240/2))+2*6.25*D 23 3.733.61板底筋[9~9:C~D]8((240/2))+3360+((240/2))+2*6.25*D 8 3.711.69板底筋[1~1:D~D]8-20+1360-20+2*6.25*D8 1.42 4.49板负筋[C:1~2]8(100-20)+435+(240-25-30)+15*D+6.25*D 80.87 2.75板负筋[D:1~2]8(100-20)+595+(100-20) 80.762.393700370037003700370037001420 142021002100610808059580801736 22143060525630630204080802040808067080120670120801140808011408080构造分布筋[2:C~D]6150+330+15020.630.28构造分布筋[2:D~D]6150+976+1503 1.280.85板负筋[D:1~2]8(100-20)+1040+(100-20)8 1.2 3.79构造分布筋[2:D~E]6150+949+1505 1.26 1.4板负筋[D:2~4]10(100-20)+2040+(100-20)14 2.219.构造分布筋[1/3:D~E]6150+975+1508 1.28 2.26板负筋[D:4~8]10(100-20)+2040+(100-20)23 2.231.22构造分布筋[7:D~E]6150+2760+1508 3.06 5.43板负筋[D:8~9]8(100-20)+1140+(100-20)8 1.3 4.11构造分布筋[9:E~D]6150+225+15040.530.47板底筋[1~1:D~E]8-20+1360-20+2*6.25*D8 1.42 4.49板负筋[E:1~2]8(100-20)+644+(100-20)80.8 2.54构造分布筋[1:E~E]6150+1125+1503 1.430.95板底筋[1/3~1/3:D~F]8((240/2))+3360+((240/2))+2*6.25*D14 3.720.46[7~7:D~F]8((240/2))+3360+((240/2))+2*6.25*D23 3.733.61板底筋[9~8:D~F]8((240/2))+3360+((240/2))+2*6.25*D8 3.711.69板底筋[2~2:E~F]8((240/2))+1760+((240/2))+2*6.25*D8 2.1 6.64板负筋[E:1~2]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75 构造分布筋[2:E~E]6150+1125+34*D2 1.480.66板负筋[F:1~2]8(100-20)+435+(240-25-30)+15*D+6.25*D80.87 2.75构造分布筋[2:F~F]6150+1125+34*D2 1.480.66板负筋[F:2~4]8(100-20)+885+(240-25-30)+15*D+6.25*D14 1.327.3构造分布筋[1/3:F~F]6150+1065+1504 1.37 1.21板负筋[F:4~8]8(100-20)+885+(240-25-30)+15*D+6.25*D23 1.3211.99构造分布筋[7:F~F]6150+2760+1504 3.06 2.72 37003700370014202100644808014791275306030601276126014251365112080120112080120525630204080802040808067080120670120801140808010408080板负筋[F:8~9]8(240-25-30)+15*D+435+(100-20)+6.25*D80.87 2.75构造分布筋[9:F~F]6150+225+15020.530.23板底筋[6~6:G~H]8((240/2))+1560+((240/2))+2*6.25*D14 1.910.51板负筋[G:6~7]8(240-25-30)+15*D+435+(100-20)+6.25*D140.87 4.81 构造分布筋[6:G~G]6150+1480+1502 1.780.79板底筋[8~8:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:7~10]8(240-25-30)+15*D+435+(100-20)+6.25*D170.87 5.84 构造分布筋[8:G~G]6150+2460+1502 2.76 1.23板底筋[11~11:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:10~11]8(240-25-30)+15*D+435+(100-20)+6.25*D170.87 5.84构造分布筋[11:G~G]6150+2460+1502 2.76 1.23板底筋[12~12:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:11~12]8(240-25-30)+15*D+435+(100-20)+6.25*D170.87 5.84构造分布筋[G:11~12]6150+2460+1502 2.76 1.23板底筋[13~13:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:12~13]8(240-25-30)+15*D+435+(100-20)+6.25*D170.87 5.84构造分布筋[12:G~G]6150+2565+1502 2.87 1.27板底筋[14~14:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板面筋[13:G~14:H]8(240-25-30)+15*D+1560+(240-25-30)+15*D+2*6.25*D17 2.2715.24板底筋[7~7:H~J]8((240/2))+1260+((240/2))+2*6.25*D14 1.68.85板负筋[H:6~7]8(100-20)+435+34*D140.79 4.35板面筋[J:6~7]8(240-25-30)+15*D+1260+34*D+2*6.25*D14 1.9410.71构造分布筋[6:H~H]6150+1713+1503 2.03 1.35板负筋[H:7~10]10(100-20)+2040+(120-20)17 2.2223.29构造分布筋[8:G~J]6150+2018+1508 2.32 4.12 190019001900 1900 1900 1600 650 8057 2760 2760 2760 1780 2865 2031 2318 1760 12057 2040 80100 525 670 12080 670 12080 670 12080 670 12080 670 12080 6702030120120板负筋[H:10~11]8(100-20)+2040+(120-20)17 2.2214.91构造分布筋[10:G~J]6150+2010+1508 2.31 4.1板负筋[H:11~12]8(100-20)+2040+(120-20)17 2.2214.91构造分布筋[11:G~J]6150+2010+1508 2.31 4.1板负筋[H:12~13]10(100-20)+2040+(120-20)17 2.2223.29构造分布筋[13:G~J]6150+2070+1508 2.37 4.21板底筋[2~2:J~K]8-20+2860-20+2*6.25*D12 2.9213.84板负筋[J:1~3]8(100-20)+860+(100-20)12 1.02 4.83构造分布筋[2:J~J]6150+1430+1504 1.74 1.55板底筋[4~4:J~K]8-20+2890+((240/2))+2*6.25*D14 3.0917.09板负筋[J:3~5]12(240-25-30)+15*D+725+(100-20)+6.25*D19 1.2521.01 构造分布筋[4:J~J]6150+1290+1503 1.59 1.06板负筋[K:3~5]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[4:K~K]6150+1658+1504 1.99 1.76板负筋[K:1~3]8(100-20)+860+(100-20)12 1.02 4.83构造分布筋[2:K~K]6150+1740+1504 2.07 1.84板底筋[4~4:K~M]8-20+2790-20+2*6.25*D14 2.8515.76板负筋[K:5~3]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[4:K~L]6150+1680+1504 1.98 1.76板底筋[8~8:L~M]8-20+1560-20+2*6.25*D7 1.62 4.48板负筋[L:7~8]8(100-20)+636+(100-20)70.8 2.2构造分布筋[8:L~L]6150+897+1503 1.20.8板底筋[9~9:L~M]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75[10~10:L~M]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75板底筋[11~11:L~M]8-20+1560-20+2*6.25*D7 1.62 4.48 1620 16201900190029203090285086080808608080960808096080806368080231023102370174415901985206719801197204020408010020408010098518080板负筋[L:11~11]8(100-20)+586+(100-20)70.75 2.06构造分布筋[11:L~L]6150+855+1503 1.160.77板底筋[11~11:L~M]8-20+1560-20+2*6.25*D7 1.62 4.48板负筋[L:11~11]8(100-20)+523+(100-20)70.68 1.89构造分布筋[11:L~L]6150+847+1503 1.150.76板底筋[12~12:L~M]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75 板底筋[12~12:L~M]8((240/2))+1560+((240/2))+2*6.25*D9 1.9 6.75 板底筋[13~13:L~M]8-20+1560-20+2*6.25*D7 1.62 4.48板负筋[L:13~13]8(100-20)+602+(100-20)70.76 2.11构造分布筋[13:L~L]6150+952+1503 1.270.85板负筋[M:3~5]8(100-20)+960+(100-20)14 1.12 6.19构造分布筋[4:M~M]6150+1680+1504 2.01 1.78板负筋[M:7~8]8(100-20)+582+(100-20)70.74 2.05构造分布筋[8:M~M]634*D+1128+1503 1.460.98板负筋[M:8~10]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09构造分布筋[9:M~M]6150+875+1502 1.180.52板负筋[M:10~11]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09构造分布筋[10:M~M]6150+875+1502 1.180.52板负筋[M:11~11]8(100-20)+560+(100-20)70.72 1.99构造分布筋[11:M~M]6150+1107+34*D3 1.440.96板负筋[M:11~11]8(100-20)+612+(100-20)70.77 2.13构造分布筋[11:M~M]634*D+1103+1503 1.440.96板负筋[M:11~12]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09构造分布筋[12:M~M]6150+875+1502 1.180.52板负筋[M:12~13]8(100-20)+435+(240-25-30)+15*D+6.25*D90.87 3.09 16201620190019009608080586808052380806028080582808056080806128080117511751175115511471270200714641443143967080120670801206708012067080120构造分布筋[12:M~M]6150+875+1502 1.180.52板负筋[M:13~13]8(100-20)+600+(100-20)70.76 2.1构造分布筋[13:M~M]6150+1156+34*D31.490.99板底筋[13~14:F~F]10-20+3419+6.25*D 18 3.4638.45板底筋[14~15:F~F]103419-20+6.25*D 18 3.4638.45板负筋[13:G~E]834*D+1732+(120-20)14 2.111.64板负筋[15:G~E]8(120-20)+1732+34*D14 2.111.64板底筋[1~5:H~H]8((240/2))+5360+((240/2))+2*6.25*D 16 5.736.02板负筋[1:J~G]8(240-25-30)+15*D+815+(120-20)+6.25*D 16 1.278.03构造分布筋[H:1~2]6150+1430+1504 1.73 1.54构造分布筋[H:4~6]6150+778+1508 1.08 1.91板底筋[14~15:H~H]8((350/2))+3195+((350/2))+2*6.25*D 8 3.6511.52板负筋[14:H~G]834*D+235+(120-20)+6.25*D 80.66 2.08构造分布筋[H:14~14]6150+225+15010.530.12板负筋[15:H~G]8(120-20)+1140+(120-20)8 1.34 4.23构造分布筋[H:15~15]6150+225+15040.530.47板底筋[15~16:H~H]8((350/2))+3250+((350/2))+2*6.25*D 8 3.711.69板负筋[16:H~G]8(120-20)+1907+(120-20)18 2.1114.98构造分布筋[H:16~16]6150+570+15080.87 1.55板底筋[16~17:J~J]8((350/2))+3250+((350/2))+2*6.25*D 49 3.771.61板负筋[17:L~G]8(120-20)+2040+(120-20)74 2.2465.48构造分布筋[J:17~17]6150+5660+1508 5.9610.59板底筋[17~18:J~J]8((350/2))+2950+((350/2))+2*6.25*D 41 3.455.06板负筋[18:L~G]12(120-20)+1900+(120-20)412.176.46[13~14:F~F]2019.56 * 1= 2019.56编号:LB2相同构件:1 重量：2019.56 370037003462 346257003645 340060080801175149217301078596019475710019471005752552587010501201001140100100190710010020401001001900100100557100构造分布筋[J:18~18]6150+5730+1508 6.0310.71板底筋[18~19:J~J]10((350/2))+2895+((350/2))+2*6.25*D37 3.3776.93板负筋[19:L~G]8(120-20)+705+34*D+6.25*D37 1.1316.47构造分布筋[J:19~19]6150+5730+1503 6.03 4.02板负筋[4:J~H]8(120-20)+815+(240-25-30)+15*D+6.25*D7 1.27 3.51构造分布筋[H:4~6]6150+655+15040.960.85板底筋[7~10:K~K]8((240/2))+3360+((240/2))+2*6.25*D28 3.740.92板负筋[7:L~H]8(240-25-30)+15*D+885+(120-20)+6.25*D28 1.3414.82 构造分布筋[J:7~8]6150+3775+1504 4.08 3.62板负筋[10:L~H]8(120-20)+2040+(120-20)56 2.2449.55构造分布筋[J:9~10]6150+3865+1508 4.177.4板底筋[10~11:J~J]8((240/2))+3360+((240/2))+2*6.25*D28 3.740.92板负筋[11:L~H]8(120-20)+2040+(120-20)37 2.2432.74构造分布筋[J:11~11]6150+3775+1508 4.087.24板底筋[11~12:J~J]8((240/2))+3360+((240/2))+2*6.25*D28 3.740.92板负筋[12:L~H]8(120-20)+2040+(120-20)56 2.2449.55构造分布筋[J:12~12]6150+3865+1508 4.177.4板底筋[12~13:J~J]8((240/2))+3360+((240/2))+2*6.25*D28 3.740.92板负筋[13:L~H]8(120-20)+885+(240-25-30)+15*D+6.25*D28 1.3414.82 构造分布筋[J:13~13]6150+3775+1504 4.08 3.62板底筋[14~15:J~J]8((350/2))+3195+((350/2))+2*6.25*D37 3.6553.27板负筋[14:L~H]834*D+775+(120-20)+6.25*D28 1.213.24构造分布筋[J:14~14]6150+3775+1504 4.08 3.62板负筋[15:L~H]12(120-20)+2040+(120-20)37 2.2473.6构造分布筋[J:15~15]6150+3775+1508 4.087.24 370037003700370036453370 6030 6030 4075 4075 4075 4075 4075 4165 4165 955 2040 100100 2040 100100 2040 100100 2040 100100 1050 100120 1120 120100 1120 100120 1027 100 1097 100板底筋[15~16:J~J]8((350/2))+3250+((350/2))+2*6.25*D31 3.745.31板负筋[16:L~H]8(120-20)+2040+(120-20)56 2.2449.55构造分布筋[J:16~16]6150+4223+1508 4.528.03板负筋[E:13~15]834*D+924+120-3*2035 1.2617.36板底筋[14~14:E~F]101378-20+6.25*D25 1.4221.92板面筋[F:13~14]834*D+1540+(120-20)+6.25*D25 1.9619.37板底筋[15~15:E~F]101702-20+6.25*D25 1.7526.92板面筋[F:14~15]834*D+1540+(120-20)+6.25*D25 1.9619.37板负筋[F:13~15]8(120-20)+1055+34*D35 1.4319.73板底筋[3~3:G~J]8((240/2))+3060+((240/2))+2*6.25*D36 3.448.35板负筋[G:1~5]8(240-25-30)+15*D+815+(120-20)+6.25*D27 1.2713.54 构造分布筋[3:G~H]6150+3715+1504 4.02 3.57板底筋[15~15:G~H]8((240/2))+1560+((240/2))+2*6.25*D16 1.912.01板负筋[G:14~15]8(240-25-30)+15*D+435+(120-20)+6.25*D160.89 5.62 构造分布筋[15:G~G]6150+2565+1502 2.87 1.27板底筋[16~16:G~H]8((240/2))+1560+((240/2))+2*6.25*D17 1.912.76板负筋[G:15~16]8(240-25-30)+15*D+435+(120-20)+6.25*D170.89 5.98 构造分布筋[16:G~G]6150+2010+1502 2.31 1.03板底筋[17~17:G~L]8((240/2))+7360+((240/2))+2*6.25*D177.751.71板负筋[G:16~17]8(240-25-30)+15*D+885+(120-20)+6.25*D17 1.349. 构造分布筋[16:G~H]6150+1560+1504 1.86 1.65板底筋[18~18:G~L]8((240/2))+7360+((240/2))+2*6.25*D157.745.62板负筋[G:17~18]8(240-25-30)+15*D+815+(120-20)+6.25*D15 1.277.52构造分布筋[17:G~H]6150+1330+1504 1.63 1.45板底筋[18~18:G~L]8((240/2))+7360+((240/2))+2*6.25*D157.745.62 190019003700340014211745770077007700231018602865452340151630127010057670120100670120100105012010010501201002040100100112012010011768018621001862100板负筋[G:18~19]8(240-25-30)+15*D+815+(120-20)+6.25*D15 1.277.52 构造分布筋[18:G~H]6150+1415+1504 1.72 1.52板底筋[8~8:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板底筋[11~11:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板底筋[12~12:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板底筋[13~13:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板底筋[15~15:H~L]8((240/2))+5560+((240/2))+2*6.25*D16 5.937.29板负筋[H:14~15]10(120-20)+2040+(120-20)18 2.2424.88构造分布筋[15:G~J]6150+2070+1508 2.37 4.21板底筋[16~16:H~L]8((240/2))+5560+((240/2))+2*6.25*D17 5.939.62板负筋[H:15~16]8(120-20)+2040+(120-20)22 2.2419.47构造分布筋[16:G~J]6150+1785+1508 2.09 3.7板负筋[J:1~3]8(120-20)+815+(240-25-30)+15*D+6.25*D13 1.27 6.52构造分布筋[2:H~J]6150+1785+1504 2.09 1.85板负筋[J:3~5]12(120-20)+725+(240-25-30)+15*D+6.25*D19 1.2721.34构造分布筋[4:H~J]6150+1945+1503 2.25 1.5板负筋[L:7~8]8(120-20)+885+(240-25-30)+15*D+6.25*D8 1.34 4.23构造分布筋6150+715+1504 1.020.9板负筋[L:8~10]10(120-20)+795+(240-25-30)+15*D+6.25*D9 1.297.18构造分布筋[9:K~M]6150+1310+34*D8 1.66 2.96板负筋[L:11~10]8(120-20)+795+(240-25-30)+15*D+6.25*D10 1.25 4.94构造分布筋[10:K~M]6150+1310+34*D8 1.66 2.96板负筋[L:11~11]8(120-20)+885+(240-25-30)+15*D+6.25*D8 1.34 4.23构造分布筋[11:K~L]6150+700+1504 1.0.89板负筋[L:11~11]8(120-20)+885+(240-25-30)+15*D+6.25*D8 1.34 4.23 59005900590059005900590010002370171520852085101516641664985100180105012010020401001002040100100105010012011201001201120100120112010012010431001501030100120构造分布筋[11:K~L]6150+700+1504 1.0.89板负筋[L:11~12]8(120-20)+795+(240-25-30)+15*D+6.25*D 10 1.25 4.94构造分布筋[12:K~M]6150+1310+34*D8 1.66 2.96板负筋[L:12~13]10(120-20)+795+(240-25-30)+15*D+6.25*D 9 1.297.18构造分布筋[12:K~M]6150+1310+34*D8 1.66 2.96板负筋[L:13~13]8(120-20)+885+(240-25-30)+15*D+6.25*D 8 1.34 4.23构造分布筋[13:K~L]6150+715+1504 1.020.9板负筋[L:14~15]8(120-20)+885+(240-25-30)+15*D+6.25*D 16 1.348.47构造分布筋[14:K~L]6150+1575+1504 1.88 1.67板负筋[L:15~16]8(120-20)+885+(240-25-30)+15*D+6.25*D 17 1.349.构造分布筋[16:K~L]6150+1560+1504 1.86 1.65板负筋[L:16~17]8(120-20)+885+(240-25-30)+15*D+6.25*D 17 1.349.构造分布筋[17:K~L]6150+1560+1504 1.86 1.65板负筋[L:17~18]8(120-20)+815+(240-25-30)+15*D+6.25*D 15 1.277.52构造分布筋[18:K~L]6150+1330+1504 1.63 1.45板负筋[L:18~19]8(120-20)+815+(240-25-30)+15*D+6.25*D 15 1.277.52构造分布筋[18:K~L]6150+1415+15041.721.52板面筋[13:E~G]8(120-20)+3929+34*D+6.25*D 18 4.3530.94板底筋[13~15:E~E]10-20+4787-20+2*6.25*D 10 4.8730.06板面筋[14:E~F]8(120-20)+3800+(120-20)10 4.15.8板面筋[15:E~G]834*D+3929+(120-20)+6.25*D18 4.3530.94板底筋[13~15:F~F]8((240/2))+6960+((240/2))+2*6.25*D 187.351.9板底筋[13~15:F~F]10-20+4787-20+2*6.25*D 13 4.8739.08板面筋[14:F~G]8(120-20)+3800+(120-20)134.20.54编号:WB1相同构件:1 重量：432.7 [13:E~G]432.7 * 1= 432.7 487248727300 186018601000187516301715 101516641664105010012010501001201120100120112010012011201001201120100120104310015010301001203800100100380010010042511004251100板底筋[14~14:E~E]10-20+1740-20+2*6.25*D49 1.8355.18板底筋[14~14:E~G]8((240/2))+3225+34*D+2*6.25*D39 3.7257.26板面筋[F:13~15]834*D+1836+(120-20)+6.25*D48 2.2642.81板底筋[14~14:F~G]10((240/2))+1740-20+2*6.25*D48 1.9758.2 182519652101571003576141。
钢筋明细表
筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg 构件数量：1SLJ-1.1126550-15-1566 6.5239.1234.731SLJ-1.2124200-15-158383 4.17346.11307.283SLJ-1.312492-15-15110.4620.4620.41SLJ-1.4122165-15-1511 2.135 2.135 1.895SLJ-1.5123838-15-1511 3.808 3.808 3.381SLJ-1.6125800-15-152222 5.77126.94112.7SLJ-1.7124675-15-156666 4.645306.57272.178SLJ-1.8123225-15-151111 3.19535.14531.202SLJ-1.91211650-15-15+4683312.08836.26432.196SLJ-1.101240700-15-15+2340212143.01903.21801.886SLJ-1.111238228-15-15+23401140.53840.53835.99SLJ-1.121215450-15-15+4682215.88831.77628.211SLJ-1.13128920-15-15+468119.3589.3588.308SLJ-1.14128661-15-15+468119.0999.0998.078SLJ-1.15126275-15-151111 6.24568.69560.989SLJ-1.16126000-15-1533 5.9717.9115.901构件位置：<2+1875,B+175><8-750,B+175>;<1,D-4111><8-1325,D-4111>楼层名称：基础层（绘图输入）钢筋总重：63421.67Kg 构件名称：B-1[16935]本构件钢筋重：18099.913KgSLJ-1.17124626-15-1511 4.596 4.596 4.08 SLJ-1.18122953-15-1511 2.923 2.923 2.595 SLJ-1.19121279-15-1511 1.249 1.249 1.109 SLJ-1.20126475-15-152626 6.445167.57148.772 SLJ-1.21125150-15-15119119 5.12609.28540.93 SLJ-1.22122975-15-1566 2.94517.6715.688 SLJ-1.23122225-15-1599 2.19519.75517.539 SLJ-1.24122977-15-1511 2.947 2.947 2.616 SLJ-1.25122981-15-1511 2.951 2.951 2.62 SLJ-1.26122985-15-1511 2.955 2.955 2.624 SLJ-1.27122989-15-1511 2.959 2.959 2.627 SLJ-1.28122993-15-1511 2.963 2.963 2.631 SLJ-1.29122997-15-1511 2.967 2.967 2.634 SLJ-1.30123001-15-1511 2.971 2.971 2.638 SLJ-1.311249180-15-15+28081151.95851.95846.129 SLJ-1.321249184-15-15+28081151.96251.96246.133 SLJ-1.331249188-15-15+28081151.96651.96646.136 SLJ-1.341249192-15-15+28081151.9751.9746.14SLJ-1.351249196-15-15+28081151.97451.97446.143 SLJ-1.361244150-15-15+23402246.4692.9282.496 SLJ-1.37126825-15-1566 6.79540.7736.196 SLJ-1.38124965-15-1511 4.935 4.935 4.381 SLJ-1.39126875-15-1566 6.84541.0736.463 SLJ-1.40124594-15-1511 4.564 4.564 4.052 SLJ-1.41124223-15-1511 4.193 4.193 3.723 SLJ-1.42123853-15-1511 3.823 3.823 3.394 SLJ-1.43123482-15-1511 3.452 3.452 3.065 SLJ-1.44123111-15-1511 3.081 3.081 2.735 SLJ-1.45122741-15-1511 2.711 2.711 2.407 SLJ-1.46125159-15-1511 5.129 5.129 4.554 SLJ-1.47122370-15-1511 2.34 2.34 2.077 SLJ-1.48125170-15-1511 5.14 5.14 4.563 SLJ-1.49121999-15-1511 1.969 1.969 1.748 SLJ-1.50125181-15-1511 5.151 5.151 4.573 SLJ-1.51121004-15-15110.9740.9740.865 SLJ-1.52125193-15-1511 5.163 5.163 4.584SLJ-1.53126928-15-1511 6.898 6.898 6.124 SLJ-1.54126932-15-1511 6.902 6.902 6.128 SLJ-1.55126935-15-1511 6.905 6.905 6.13 SLJ-1.56126939-15-1511 6.909 6.909 6.134 SLJ-1.57126942-15-1511 6.912 6.912 6.137 SLJ-1.58127572-15-15117.5427.542 6.696 SLJ-1.59127581-15-15117.5517.551 6.704 SLJ-1.60127591-15-15117.5617.561 6.713 SLJ-1.61127601-15-15117.5717.571 6.722 SLJ-1.62127610-15-15117.587.58 6.73 SLJ-1.63127620-15-15117.597.59 6.739 SLJ-1.64127630-15-15117.67.6 6.747 SLJ-1.65127639-15-15117.6097.609 6.755 SLJ-1.66127649-15-15117.6197.619 6.764 SLJ-1.67127658-15-15117.6287.628 6.772 SLJ-1.68126980-15-1511 6.95 6.95 6.17 SLJ-1.69126984-15-1511 6.954 6.954 6.174 SLJ-1.70126987-15-1511 6.957 6.957 6.177SLJ-1.71126991-15-1511 6.961 6.961 6.18 SLJ-1.72126994-15-1511 6.964 6.964 6.183 SLJ-1.73126998-15-1511 6.968 6.968 6.186 SLJ-1.74127001-15-1511 6.971 6.971 6.189 SLJ-1.75127005-15-1511 6.975 6.975 6.193 SLJ-1.76127008-15-1511 6.978 6.978 6.195 SLJ-1.77127012-15-1511 6.982 6.982 6.199SLJ-1.78123840-15+max(250/2,5*d)11 3.95 3.95 3.507SLJ-1.79121175+max(250/2,5*d)-1588 1.28510.289.127SLJ-1.80123843-15+max(250/2,5*d)11 3.953 3.953 3.51SLJ-1.81123847-15+max(250/2,5*d)11 3.957 3.957 3.513SLJ-1.82121975-15+max(250/2,5*d)55 2.08510.4259.255SLJ-1.1121144-15-1511 1.114 1.1140.989 SLJ-1.2125036-15-1511 5.006 5.006 4.444 SLJ-1.3125150-15-154949 5.12250.88222.736 SLJ-1.4121325-15-151212 1.29515.5413.797 SLJ-1.5121920-15-1511 1.89 1.89 1.678 SLJ-1.6126477-15-1511 6.447 6.447 5.724SLJ-1.7122111-15-1511 2.081 2.081 1.848 SLJ-1.8126562-15-1511 6.532 6.532 5.799 SLJ-1.9122303-15-1511 2.273 2.273 2.018 SLJ-1.10126639-15-1511 6.609 6.609 5.868 SLJ-1.11122494-15-1511 2.464 2.464 2.188 SLJ-1.12126667-15-1511 6.637 6.637 5.892 SLJ-1.13122685-15-1511 2.655 2.655 2.357 SLJ-1.14126694-15-1511 6.664 6.664 5.916 SLJ-1.15122877-15-1511 2.847 2.847 2.528 SLJ-1.16126722-15-1511 6.692 6.692 5.941 SLJ-1.17123068-15-1511 3.038 3.038 2.697 SLJ-1.18126749-15-1511 6.719 6.719 5.965 SLJ-1.19123259-15-1511 3.229 3.229 2.867 SLJ-1.20126777-15-1511 6.747 6.747 5.99 SLJ-1.211211900-15-15+4689912.338111.04298.585 SLJ-1.22123451-15-1511 3.421 3.421 3.037 SLJ-1.23126804-15-1511 6.774 6.774 6.014 SLJ-1.24123642-15-1511 3.612 3.612 3.207SLJ-1.25126832-15-1511 6.802 6.802 6.039 SLJ-1.26123833-15-1511 3.803 3.803 3.376 SLJ-1.27126860-15-1511 6.83 6.83 6.064 SLJ-1.28124051-15-1511 4.021 4.021 3.57 SLJ-1.29126875-15-1577 6.84547.91542.54 SLJ-1.30124287-15-1511 4.257 4.257 3.779 SLJ-1.31126878-15-1511 6.848 6.848 6.08 SLJ-1.32124523-15-1511 4.493 4.493 3.989 SLJ-1.33127544-15-15227.51415.02813.342 SLJ-1.34124760-15-1511 4.73 4.73 4.199 SLJ-1.35127559-15-15117.5297.529 6.684 SLJ-1.36124996-15-1511 4.966 4.966 4.409 SLJ-1.37127556-15-15117.5267.526 6.682SLJ-1.3812770-15+max(250/2,5*d)110.880.880.781SLJ-1.39125232-15-1511 5.202 5.202 4.618 SLJ-1.40127553-15-15117.5237.523 6.679SLJ-1.411216250-15+max(250/2,5*d)+9367717.296121.072107.49SLJ-1.42124000+max(250/2,5*d)-1577 4.1128.7725.543SLJ-1.43125468-15-1511 5.438 5.438 4.828 SLJ-1.44127550-15-15117.527.52 6.676 SLJ-1.45125705-15-1511 5.675 5.675 5.038 SLJ-1.46127547-15-15117.5177.517 6.674 SLJ-1.47125941-15-1511 5.911 5.911 5.248 SLJ-1.48126177-15-1511 6.147 6.147 5.457 SLJ-1.49127541-15-15117.5117.511 6.668 SLJ-1.50126413-15-1511 6.383 6.383 5.667 SLJ-1.51127538-15-15117.5087.508 6.666 SLJ-1.52126649-15-1511 6.619 6.619 5.876 SLJ-1.53127535-15-15117.5057.505 6.663 SLJ-1.54126886-15-1511 6.856 6.856 6.087 SLJ-1.55126909-15-1511 6.879 6.879 6.107 SLJ-1.56121325-15-15+200-2*151111 1.46516.11514.307SLJ-1.57125150-15+200-2*15-15+200-2*15335335 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1.426 1.426 1.266SLJ-1.84121250-15+200-2*15-15+200-2*15110110 1.56171.6152.35SLJ-1.85122800-15+200-2*15-154444 2.94129.36114.848 SLJ-1.86121285-15-15+200-2*1511 1.425 1.425 1.265 SLJ-1.87121284-15-15+200-2*1511 1.424 1.424 1.264 SLJ-1.88121283-15-15+200-2*1511 1.423 1.423 1.263 SLJ-1.89121282-15-15+200-2*1511 1.422 1.422 1.262 SLJ-1.90121281-15-15+200-2*1511 1.421 1.421 1.262SLJ-1.91121280-15-15+200-2*1511 1.42 1.42 1.261 SLJ-1.92121279-15-15+200-2*1511 1.419 1.419 1.26 SLJ-1.93121278-15-15+200-2*1511 1.418 1.418 1.259 SLJ-1.94121277-15-15+200-2*1511 1.417 1.417 1.258 SLJ-1.95121276-15-15+200-2*1511 1.416 1.416 1.257 SLJ-1.96121275-15-15+200-2*1511 1.415 1.415 1.256 SLJ-1.97122800-15-15+200-2*153232 2.9494.0883.526SLJ-1.981217300-15-15+200-2*15+9365518.37691.8881.573SLJ-1.991236450-15-15+200-2*15+1872252538.462961.55853.681SLJ-1.1001212100-15+200-2*15-15+200-2*15+468111112.878141.658125.766SLJ-1.1011217300-15+200-2*15-15+936111118.376202.136179.46SLJ-1.1021217450-15-15+200-2*15+9363318.52655.57849.343SLJ-1.1031236600-15-15+200-2*15+18725538.612193.06171.402SLJ-1.1041229850-15-15+200-2*15+1404202031.394627.88557.443SLJ-1.1051210700-15-15+200-2*15+4683311.30833.92430.118SLJ-1.1061214450-15+200-2*15-15+200-2*15+4683315.22845.68440.559SLJ-1.107125900-15+200-2*15-15+200-2*1533 6.2118.6316.54SLJ-1.108121650-15+200-2*15-152222 1.7939.3834.962SLJ-1.109121652-15-1511 1.622 1.622 1.44SLJ-1.110121682-15-1511 1.652 1.652 1.467SLJ-1.111121711-15-1511 1.681 1.681 1.492SLJ-1.112121740-15-1511 1.71 1.71 1.518SLJ-1.1131217830-15-15+200-2*15+9361118.90618.90616.785SLJ-1.1141220500-15+200-2*15-15+200-2*15+9363321.74665.23857.919SLJ-1.1151217837-15-15+200-2*15+9361118.91318.91316.791SLJ-1.1161217845-15-15+200-2*15+9361118.92118.92116.798SLJ-1.1171273452-15-15+42121177.63477.63468.925SLJ-1.1181273460-15-15+42121177.64277.64268.932SLJ-1.1191273467-15-15+42121177.64977.64968.938SLJ-1.1201273475-15-15+42121177.65777.65768.945SLJ-1.1211272107-15+max(250/2,5*d)+42121176.42976.42967.855SLJ-1.1221272114-15+max(250/2,5*d)+42121176.43676.43667.861SLJ-1.1231272122-15+max(250/2,5*d)+42121176.44476.44467.868SLJ-1.1241272129-15+max(250/2,5*d)+42121176.45176.45167.875SLJ-1.1251272137-15+max(250/2,5*d)+42121176.45976.45967.882SLJ-1.1261272144-15+max(250/2,5*d)+42121176.46676.46667.888SLJ-1.1271272152-15+max(250/2,5*d)+42121176.47476.47467.895SLJ-1.1281272159-15+max(250/2,5*d)+42121176.48176.48167.901SLJ-1.1291272166-15+max(250/2,5*d)+42121176.48876.48867.907SLJ-1.1301272174-15+max(250/2,5*d)+42121176.49676.49667.914SLJ-1.1311272181-15+max(250/2,5*d)+42121176.50376.50367.921SLJ-1.1321272189-15+max(250/2,5*d)+42121176.51176.51167.928SLJ-1.1331273571-15-15+42121177.75377.75369.03SLJ-1.1341273579-15-15+42121177.76177.76169.038SLJ-1.1351273586-15-15+42121177.76877.76869.044SLJ-1.1361273593-15-15+42121177.77577.77569.05SLJ-1.1371273601-15-15+42121177.78377.78369.057SLJ-1.1381273608-15-15+42121177.7977.7969.063SLJ-1.1391273616-15-15+42121177.79877.79869.07SLJ-1.1401273623-15-15+42121177.80577.80569.077SLJ-1.1411218031-15-15+9361118.93718.93716.813SLJ-1.142123700-15-15+200-2*151313 3.8449.9244.32SLJ-1.1431225700-15+200-2*15-15+14043327.24481.73272.563SLJ-1.1441218038-15-15+9361118.94418.94416.819SLJ-1218045-15-15+9361118.95118.95116.825 1.145SLJ-124900-15-152727 4.87131.49116.739 1.146SLJ-124175-15+200-2*15-154444 4.315189.86168.561 1.147SLJ-124650-15-151818 4.6283.1673.831 1.148SLJ-122225-15-151010 2.19521.9519.488 1.149SLJ-12145-15-15110.1150.1150.102 1.150SLJ-124624-15-1511 4.594 4.594 4.079 1.151SLJ-12789-15-15110.7590.7590.674 1.152SLJ-123827-15-1511 3.797 3.797 3.371 1.153SLJ-121433-15-1511 1.403 1.403 1.246 1.154SLJ-12586-15-15110.5560.5560.494 1.155SLJ-122350-15-15+200-2*151515 2.4937.3533.16 1.156SLJ-124844-15-1511 4.814 4.814 4.274 1.157SLJ-124721-15-1511 4.691 4.691 4.165 1.158SLJ-124599-15-1511 4.569 4.569 4.056 1.159SLJ-1216126-15-15+9361117.03217.03215.121 1.160SLJ-126050-15+200-2*15-1533 6.1918.5716.487 1.161SLJ-1216004-15-15+9361116.9116.9115.013 1.162SLJ-1215882-15-15+9361116.78816.78814.905 1.163SLJ-1218113-15-15+9361119.01919.01916.885 1.164SLJ-1229900-15-15+1404161631.274500.384444.25 1.165SLJ-1217996-15-15+9361118.90218.90216.782 1.166SLJ-1217880-15-15+9361118.78618.78616.679 1.167SLJ-1217763-15-15+9361118.66918.66916.575 1.168SLJ-1217647-15-15+9361118.55318.55316.472 1.169SLJ-1217530-15-15+9361118.43618.43616.368 1.170SLJ-1217414-15-15+9361118.3218.3216.265 1.171SLJ-1217297-15-15+9361118.20318.20316.161 1.172SLJ-1217181-15-15+9361118.08718.08716.058 1.173SLJ-1217064-15-15+9361117.9717.9715.954 1.174SLJ-1216948-15-15+9361117.85417.85415.851 1.175SLJ-1216831-15-15+9361117.73717.73715.747 1.176SLJ-1216715-15-15+9361117.62117.62115.644 1.177SLJ-1216598-15-15+9361117.50417.50415.54 1.178SLJ-1216482-15-15+9361117.38817.38815.437 1.179SLJ-1216365-15-15+9361117.27117.27115.333 1.180。
钢筋规格重量对照表
钢筋规格重量对照表
钢筋是建筑工程中常用的材料，它有许多不同的规格和重量。
一般来说，钢筋的规格是指其直径的大小，而重量则取决于钢筋的长度和直径。
以下是一些常见的钢筋规格和对照表：
1. HRB335级别的钢筋：
直径10mm的钢筋，每米重量为0.616公斤。
直径12mm的钢筋，每米重量为0.888公斤。
直径14mm的钢筋，每米重量为1.208公斤。
直径16mm的钢筋，每米重量为1.578公斤。
直径18mm的钢筋，每米重量为2.000公斤。
直径20mm的钢筋，每米重量为2.466公斤。
2. HRB400级别的钢筋：
直径10mm的钢筋，每米重量为0.616公斤。
直径12mm的钢筋，每米重量为0.888公斤。
直径14mm的钢筋，每米重量为1.208公斤。
直径16mm的钢筋，每米重量为1.578公斤。
直径18mm的钢筋，每米重量为2.000公斤。
直径20mm的钢筋，每米重量为2.466公斤。
需要注意的是，以上数据仅供参考，实际使用时应根据具体的工程设计和要求进行选择。
另外，钢筋的规格和重量还会受到国家标准的影响，不同国家的标准可能会有所不同。
在使用钢筋时，应严格按照相关标准和规范执行，以确保工程质量和安全。
百度 钢筋明细表
筋号级别直径钢筋图形计算公式根数总根数单长m总长m总重kg构件数量：60B边插筋.1182450/3+950+1000-40+max(6*d,150)2120 2.877345.24689.648H边插筋.1182450/3+950+1000-40+max(6*d,150)2120 2.877345.24689.648角筋插筋.1182450/3+950+1000-40+max(6*d,150)4240 2.877690.481379.296箍筋.182*((400-2*30)+(400-2*30))+2*(11.9*d)+(8*d)171020 1.6141646.28649.598构件数量：321跨.下通长筋118250-40+370/2+1030+250-40+370/2396 1.82174.72349.0191跨.侧面受扭筋112250-40+370/2+1030+250-40+370/2264 1.82116.48103.4131跨.上部钢筋118250-40+370/2+1030+250-40+370/2396 1.82174.72349.0191跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)396 1.334128.06450.5321跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)396 1.334128.06450.5321跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)11352 1.334469.568185.2851跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)41280.35545.4410.086构件数量：91跨.下通长筋1181600-40+370/2+1780+2400-40+370/2327 6.07163.89327.3851跨.侧面受扭筋1121600-40+370/2+1780+2400-40+370/2218 6.07109.2697.003构件名称：KZ-5[429]本构件钢筋重：56.803Kg构件位置：<1,B>;<1,A+100>;<3,B>;<3,A+100>;<5,B>;<5,A+100>;<7,B>;<7,A+100>;<9,B>;<9,A+100>;<11,B>;<11,A+100>;<13,B>;<13,A+100>;<15,B>;<15,A+100>;<17,B>;<17,A+100>;<17-100,A>;<17,B>;<15-100,A>;<15,B>;<13-100,A>;<13,B>;<11-100,A>;<11,B>;<9-100,A>;<9,B>;<7-100,A>;<7,B>;<5-100,A>;<5,B>;<3-100,A>;<3,B>;<1-100,A>;<1,B>;<1,B>;<1,A-100>;<2,A-100>;<2,B>;<4,A-100>;<4,B>;<6,A-100>;<6,B>;<8,A-100>;<8,B>;<10,A-100>;<10,B>;<12,A-100>;<12,B>;<14,A-100>;<14,B>;<16,A-100>;<16,B>;<18,A-100>;<18,B>;<20,A-100>;<20,B>;<22,A-100>;<22,B>构件名称：DL-3[72]本构件钢筋重：34.309Kg楼层名称：基础层（绘图输入）钢筋总重：27823.867Kg构件位置：<2,B><2,C>;<4,B><4,C>;<6,B><6,C>;<8,B><8,C>;<10,B><10,C>;<12,B><12,C>;<14,B><14,C>;<16,B><16,C>;<15,B><15,C>;<13 ,B><13,C>;<11,B><11,C>;<9,B><9,C>;<7,B><7,C>;<5,B><5,C>;<3,B><3,C>;<1-75,B><1-75,C>;<16,C><16,B>;<14,C><14,B>;<12,C><12,B>;<10,C><10,B>;<8,C><8,B>;<6,C><6,B>;<4,C><4,B>;<2,C><2,B>;<11,C><11,B>;<9,C><9,B>;<7,C><7,B>;<5,C><5,B>;<13,C><13,B>;<15,C><15,B>;<17,C-75><17,B-75>;<17+75,B><17+75,C>构件名称：DL-2[88]本构件钢筋重：100.847Kg构件位置：<1-75,A><1-75,B>;<3,A><3,B>;<5,A><5,B>;<7,A><7,B>;<9,A><9,B>;<11,A><11,B>;<13,A><13,B>;<15,A><15,B>;<17+75,A><17+75,B>1跨.上部钢筋1181600-40+370/2+1780+2400-40+370/2327 6.07163.89327.3851跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)981 1.334108.05442.6371跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)13117 1.334156.07861.5861跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)1090 1.334120.0647.3741跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)6540.35519.17 4.255构件数量：161跨.下通长筋118250-40+370/2+3530+250-40+370/2348 4.32207.36414.221跨.侧面受扭筋112250-40+370/2+3530+250-40+370/2232 4.32138.24122.7321跨.上部钢筋118250-40+370/2+3530+250-40+370/2348 4.32207.36414.221跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)232 1.33442.68816.8441跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)232 1.33442.68816.8441跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)19304 1.334405.536160.0191跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)101600.35556.812.607构件数量：11跨.下通长筋1162400-40+470/2+52000+2400-40+470/23357.19171.57270.7961跨.侧面受扭通长筋1122400-40+470/2+52000+2400-40+470/2+22802259.47118.94105.5971跨.上通长筋1162400-40+470/2+52000+2400-40+470/23357.19171.57270.7961跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1313 1.50119.513 4.331构件名称：DL-2[90]本构件钢筋重：72.343Kg构件位置：<2,A><2,B>;<4,A><4,B>;<6,A><6,B>;<8,A><8,B>;<10,A><10,B>;<12,A><12,B>;<14,A><14,B>;<16,A><16,B>;<16,B><16,A>;<14 ,B><14,A>;<12,B><12,A>;<10,B><10,A>;<8,B><8,A>;<6,B><6,A>;<4,B><4,A>;<2,B><2,A>构件名称：DL-5[106]本构件钢筋重：752.701Kg构件位置：<1-200,C-5><17+200,C-5>1跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6631跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9462跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9982跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6632跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9463跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9983跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6633跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9464跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9984跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6634跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9465跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9985跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6635跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9466跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9986跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6636跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9467跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9987跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6637跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9468跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1212 1.50118.012 3.9988跨.箍筋262*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)1313 1.50119.513 4.3318跨.箍筋362*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)2323 1.50134.5237.6638跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.946构件数量：11跨.下通长筋1182400-40+470/2+52000+2400-40+470/23357.19171.57342.7271跨.侧面受扭通长筋1122400-40+470/2+52000+2400-40+470/2+22804459.47237.88211.1941跨.上通长筋1182400-40+470/2+52000+2400-40+470/23357.19171.57342.7271跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1313 1.53419.9427.8691跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9221跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8912跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2642跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9222跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8913跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2643跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.922构件名称：DL-4[108]本构件钢筋重：1089.732Kg构件位置：<1,B><17,B>3跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8914跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2644跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9224跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8915跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2645跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9225跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8916跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2646跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9226跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8917跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2647跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9227跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8918跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2648跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1313 1.53419.9427.8698跨.箍筋382*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9228跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.891构件数量：2构件名称：DL-4a[110]本构件钢筋重：1514.072Kg构件位置：<1,A+25><17,A+25>;<17-25,A><1-25,A>1跨.下通长筋1201600-40+470/2+52800+1600-40+470/24856.39451.121112.5341跨.侧面受扭通长筋1121600-40+470/2+52800+1600-40+470/2+22804858.67469.36416.7061跨.上通长筋1201600-40+470/2+52800+1600-40+470/24856.39451.121112.5341跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)918 1.53427.61210.8951跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6861跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4122跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6852跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6862跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4123跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6853跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6863跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4124跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6854跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6864跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4125跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6855跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6865跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4126跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6856跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6866跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4127跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6857跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6867跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.4128跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)816 1.53424.5449.6858跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)918 1.53427.61210.8958跨.箍筋382*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2754 1.53482.83632.6868跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28560.35519.88 4.412构件数量：11跨.下通长筋1181600-40+370/2+1900+1600-40+370/233 5.3916.1732.3011跨.侧面受扭筋1121600-40+370/2+1900+1600-40+370/222 5.3910.789.5711跨.上部钢筋1181600-40+370/2+1900+1600-40+370/233 5.3916.1732.3011跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)99 1.33412.006 4.7371跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)99 1.33412.006 4.7371跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)1010 1.33413.34 5.2641跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)660.355 2.130.473构件数量：5构件名称：DL-2[490]本构件钢筋重：89.384Kg构件位置：<1-75,B><1-75,A>构件名称：DL-2[491]本构件钢筋重：95.862Kg 构件位置：<2,B><2,A>;<4,B><4,A>;<6,B><6,A>;<8,B><8,A>;<10,B><10,A>1跨.下通长筋1182400-40+370/2+1500+1600-40+370/2315 5.7986.85173.4911跨.侧面受扭筋1122400-40+370/2+1500+1600-40+370/2210 5.7957.951.4051跨.上部钢筋1182400-40+370/2+1500+1600-40+370/2315 5.7986.85173.4911跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)1365 1.33486.7134.2151跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)945 1.33460.0323.6871跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)840 1.33453.3621.0551跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)5250.3558.875 1.97构件数量：101跨.下通长筋118250-40+370/2+3250+250-40+370/2330 4.04121.2242.1081跨.侧面受扭筋112250-40+370/2+3250+250-40+370/2220 4.0480.871.7361跨.上部钢筋118250-40+370/2+3250+250-40+370/2330 4.04121.2242.1081跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)220 1.33426.6810.5281跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)220 1.33426.6810.5281跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)17170 1.334226.7889.4841跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)9900.35531.957.091构件数量：61跨.下通长筋1182900-40+370/2+1250+1600-40+370/2318 6.04108.72217.1781跨.侧面受扭筋1122900-40+370/2+1250+1600-40+370/2212 6.0472.4864.349构件名称：DL-2[492]本构件钢筋重：67.358Kg构件位置：<3,B><3,A>;<5,B><5,A>;<7,B><7,A>;<9,B><9,A>;<11,B><11,A>;<13,B><13,A>;<15,B><15,A>;<17,B><17,A>;<19,B><19,A>;<21,B><21,A>构件名称：DL-2[501]本构件钢筋重：99.75Kg 构件位置：<12,B><12,A>;<14,B><14,A>;<16,B><16,A>;<18,B><18,A>;<20,B><20,A>;<22+75,B><22+75,A>1跨.上部钢筋1182900-40+370/2+1250+1600-40+370/23186.04108.72217.1781跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)1590 1.334120.0647.3741跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)954 1.33472.03628.4241跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)742 1.33456.02822.1081跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)4240.3558.52 1.891构件数量：61跨.下通长筋118250-40+370/2+525+2900-40+370/2318 3.96571.37142.5681跨.侧面受扭筋112250-40+370/2+525+2900-40+370/2212 3.96547.5842.2421跨.上部钢筋118250-40+370/2+525+2900-40+370/2318 3.96571.37142.5681跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)318 1.33424.0129.4751跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)30180 1.334240.1294.7481跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)636 1.33448.02418.951跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)3180.355 6.39 1.418构件数量：101跨.下通长筋118250-40+370/2+1850+250-40+370/2330 2.6479.2158.2091跨.侧面受扭筋112250-40+370/2+1850+250-40+370/22202.6452.846.8771跨.上部钢筋118250-40+370/2+1850+250-40+370/2330 2.6479.2158.2091跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)330 1.33440.0215.791构件名称：DL-3[513]本构件钢筋重：49.962Kg 构件位置：<21,C><21,B>;<19,C><19,B>;<17,C><17,B>;<15,C><15,B>;<13,C><13,B>;<11,C><11,B>;<9,C><9,B>;<7,C><7,B>;<5,C><5,B>;<3,C><3,B>构件名称：DL-3[512]本构件钢筋重：75.328Kg构件位置：<22+75,C><22+75,B>;<20,C><20,B>;<18,C><18,B>;<16,C><16,B>;<14,C><14,B>;<12,C><12,B>1跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)330 1.33440.0215.7911跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)19190 1.334253.46100.0121跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)6600.35521.3 4.728构件数量：51跨.下通长筋118250-40+370/2+775+2400-40+370/2315 3.71555.725111.3161跨.侧面受扭筋112250-40+370/2+775+2400-40+370/2210 3.71537.1532.9821跨.上部钢筋118250-40+370/2+775+2400-40+370/2315 3.71555.725111.3161跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)315 1.33420.017.8961跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)25125 1.334166.7565.7971跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)840 1.33453.3621.0551跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)3150.355 5.325 1.182构件数量：11跨.下通长筋118250-40+370/2+1175+1600-40+370/233 3.3159.94519.8661跨.侧面受扭筋112250-40+370/2+1175+1600-40+370/222 3.315 6.63 5.8861跨.上部钢筋118250-40+370/2+1175+1600-40+370/233 3.3159.94519.8661跨.箍筋182*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)33 1.334 4.002 1.5791跨.箍筋282*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)1717 1.33422.6788.9481跨.箍筋382*((250-2*40)+(450-2*40))+2*(11.9*d)+(8*d)1212 1.33416.008 6.3171跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)440.355 1.420.315构件名称：DL-3[524]本构件钢筋重：70.309Kg 构件位置：<10,C><10,B>;<8,C><8,B>;<6,C><6,B>;<4,C><4,B>;<2,C><2,B>构件名称：DL-3[533]本构件钢筋重：62.778Kg构件位置：<1-75,C><1-75,B>构件数量：11跨.下通长筋1181600-40+470/2+69650+1900-40+470/23373.54220.62440.7081跨.侧面受扭通长筋1121600-40+470/2+69650+1900-40+470/2+31924476.732306.928272.4961跨.上通长筋1181600-40+470/2+69650+1900-40+470/23373.54220.62440.7081跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.4481跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8421跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)10100.355 3.550.7882跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2642跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9222跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8913跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2643跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9223跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8914跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2644跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9224跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8915跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2645跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.922构件名称：DL-4[534]本构件钢筋重：1400.331Kg构件位置：<1,B><22,B>5跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8916跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2646跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2424 1.53436.81614.5276跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)26260.3559.23 2.0497跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.4487跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2525 1.53438.3515.1327跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)26260.3559.23 2.0498跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.4488跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2525 1.53438.3515.1328跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)26260.3559.23 2.0499跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.4489跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2525 1.53438.3515.1329跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)26260.3559.23 2.04910跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.44810跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2525 1.53438.3515.13210跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)26260.3559.23 2.04911跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.44811跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1010 1.53415.34 6.05311跨.箍筋382*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2525 1.53438.3515.13211跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)26260.3559.23 2.049构件数量：11跨.下通长筋1201600-40+470/2+69800+1600-40+470/24473.39293.56723.9661跨.侧面受扭通长筋1121600-40+470/2+69800+1600-40+470/2+31924476.582306.328271.9631跨.上通长筋1201600-40+470/2+69800+1600-40+470/24473.39293.56723.9661跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.4481跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1010 1.53415.34 6.0531跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)12120.355 4.260.9462跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8422跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3432跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.2063跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8423跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3433跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.2064跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8424跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3434跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.206构件名称：DL-4a[535]本构件钢筋重：1971.704Kg构件位置：<1,A-25><22,A-25>5跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8425跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3435跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.2066跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8426跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3436跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.2067跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8427跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3437跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.2068跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8428跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3438跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.2069跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.8429跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.3439跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.20610跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.272 4.84210跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.34310跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.20611跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)88 1.53412.2724.84211跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)99 1.53413.806 5.44811跨.箍筋382*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2727 1.53441.41816.34311跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)28280.3559.94 2.206构件数量：11跨.下通长筋116-40+470/2+71400-40+470/23371.79215.37339.9281跨.侧面受扭筋112-40+470/2+71400-40+470/2+31922274.982149.964133.1411跨.上部钢筋116-40+470/2+71400-40+470/23371.79215.37339.9281跨.箍筋162*((250-2*40)+(550-2*40))+2*(75+1.9*d)+(8*d)358358 1.501537.358119.2691跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)1801800.35563.914.183构件数量：11跨.下通长筋1182400-40+470/2+51750+2900-40+470/23357.44172.32344.2251跨.侧面受扭通长筋1122400-40+470/2+51750+2900-40+470/2+22804459.72238.88212.0821跨.上通长筋1182400-40+470/2+51750+2900-40+470/23357.44172.32344.2251跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1313 1.53419.9427.8691跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9221跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8912跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2642跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.922构件名称：DL-4[787]本构件钢筋重：1093.459Kg构件位置：<17,B><1,B>构件名称：DL-5[536]本构件钢筋重：946.448Kg构件位置：<1-200,C><22+200,C>2跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8913跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2643跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9223跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8914跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2644跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9224跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8915跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2645跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9225跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8916跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2646跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2323 1.53435.28213.9226跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8917跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1212 1.53418.4087.2647跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)2222 1.53433.74813.3167跨.拉筋16(250-2*40)+2*(75+1.9*d)+(2*d)24240.3558.52 1.8918跨.箍筋182*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1414 1.53421.4768.4748跨.箍筋282*((250-2*40)+(550-2*40))+2*(11.9*d)+(8*d)1515 1.53423.019.079。
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
钢筋明细表范例
筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg 构件数量：12全部纵筋插筋.1204770/3+1*max(35*d,500)+650-50+15*d 896 3.19306.24756.413全部纵筋插筋.2204770/3+650-50+15*d 896 2.49239.04590.429箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)224 2.1551.620.382构件数量：2全部纵筋插筋.1254770/3+1*max(35*d,500)+650-50+15*d612 3.4441.28158.928全部纵筋插筋.2254770/3+650-50+15*d612 2.56530.78118.503箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)24 2.158.6 3.397构件数量：4全部纵筋插筋.1254770/3+1*max(35*d,500)+650-50+15*d1248 3.44165.12635.712全部纵筋插筋.2254770/3+650-50+15*d1248 2.565123.12474.012箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)28 2.1517.2 6.794构件数量：1全部纵筋插筋.1204770/3+1*max(35*d,500)+650-50+15*d88 3.1925.5263.034全部纵筋插筋.2204770/3+650-50+15*d88 2.4919.9249.202箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)22 2.15 4.3 1.699构件数量：1全部纵筋插筋.1204620/3+1*max(35*d,500)+750-50+max(6*d,150)88 3.0924.7261.058全部纵筋插筋.2204620/3+750-50+max(6*d,150)88 2.3919.1247.226构件位置：<3,C>构件位置：<2,D>;<2,C>;<5,D>;<5,C>构件名称：kz4[1243]本构件钢筋重：113.935Kg 构件位置：<3,D>构件名称：kz4[1244]本构件钢筋重：110.833Kg 构件位置：<2,E>;<3,E>;<4,E>;<5,E>;<6,E>;<2,B>;<3,B>;<4,B>;<5,B>;<6,B>;<6,D>;<6,C>构件名称：KZ1[1234]本构件钢筋重：140.414Kg 构件位置：<1,D>;<1,C>构件名称：KZ3[1238]本构件钢筋重：279.13Kg 楼层名称：基础层（绘图输入）钢筋总重：17880.736Kg 构件名称：KZ2[1222]本构件钢筋重：113.935Kg箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)33 2.15 6.45 2.548构件数量：2全部纵筋插筋.1254770/3+1*max(35*d,500)+650-50+15*d 816 3.4455.04211.904全部纵筋插筋.2254770/3+650-50+15*d 816 2.56541.04158.004箍筋.182*((550-2*30)+(550-2*30))+2*(11.9*d)24 2.158.6 3.397构件数量：1钢筋22-50+(500-50-50)/2+150/2+10400-50+(500-50-50)/2+150/26610.8565.1193.9980跨.侧面构造通长筋114-50+10400-50+2102210.5121.0225.434钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)5252 1.33869.57642.928钢筋10(250-2*50)+2*(11.9*d)30300.38811.647.182构件数量：1钢筋22300-50+15*d+6600+300-50+15*d667.7646.56138.7491跨.侧面构造筋11415*d+6600+15*d 227.0214.0416.988钢筋10(250-2*50)+2*(11.9*d)18180.388 6.984 4.309钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)3737 1.33849.50630.545构件数量：11跨.侧面构造通长筋11415*d+35050+15*d+6302236.172.287.362钢筋22300-50+15*d+35050+300-50+15*d6636.21217.26647.435钢筋10(250-2*50)+2*(11.9*d)94940.38836.47222.503钢筋102*((250-2*50)+(500-177177 1.338236.826146.122构件位置：<1,C+1800><6,C+1800>构件位置：<1+3450,C-1900><1+3450,D+1900>构件名称：DL2[132]本构件钢筋重：190.592Kg 构件位置：<1,C+2700><2,C+2700>构件名称：DL2[134]本构件钢筋重：903.422Kg 构件名称：KZ5[1246]本构件钢筋重：186.653Kg 构件位置：<4,D>;<4,C>构件名称：DL2[130]本构件钢筋重：269.542Kg构件数量：1钢筋22-50+(500-50-50)/2+150/2+19800-50+(500-50-50)/2+150/26620.25121.5362.070跨.侧面构造通长筋114-50+19800-50+2102219.9139.8248.182钢筋10(250-2*50)+2*(11.9*d)55550.38821.3413.167钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)9999 1.338132.46281.729构件数量：1钢筋22-50+(500-50-50)/2+150/2+19800-50+(500-50-50)/2+150/26620.25121.5362.070跨.侧面构造通长筋114-50+19800-50+2102219.9139.8248.182钢筋10(250-2*50)+2*(11.9*d)54540.38820.95212.927钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)9999 1.338132.46281.729构件数量：1钢筋22-50+(500-50-50)/2+150/2+19800-50+(500-50-50)/2+150/26620.25121.5362.070跨.侧面构造通长筋114-50+19800-50+2102219.9139.8248.182钢筋10(250-2*50)+2*(11.9*d)54540.38820.95212.927钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)9898 1.338131.12480.904构件数量：1钢筋22300-50+15*d+15550+300-50+15*d6616.71100.26298.7751跨.侧面构造通长筋11415*d+15550+15*d+2102216.1832.3639.156钢筋10(250-2*50)+2*(11.9*d)42420.38816.29610.055钢筋102*((250-2*50)+(500-8383 1.338111.05468.52构件位置：<5+2825,B><5+2825,E>构件位置：<3+3600,A><3+3600,F>构件名称：DL2[150]本构件钢筋重：504.083Kg 构件位置：<4+3325,A><4+3325,F>构件名称：DL2[152]本构件钢筋重：416.505Kg 构件名称：DL2[142]本构件钢筋重：505.148Kg 构件位置：<2+3300,A><2+3300,F>构件名称：DL2[148]本构件钢筋重：504.909Kg构件数量：1钢筋22300-50+15*d+4325+300-50+15*d 66 5.48532.9198.0721跨.侧面构造筋11415*d+4325+15*d 22 4.7459.4911.483钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)2727 1.33836.12622.291跨.拉筋110(250-2*50)+2*(11.9*d)12120.388 4.656 2.873构件数量：1钢筋22300-50+15*d+6300+300-50+15*d667.4644.76133.3851跨.侧面构造筋11415*d+6300+15*d22 6.7213.4416.262钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)3737 1.33849.50630.545钢筋10(250-2*50)+2*(11.9*d)18180.388 6.984 4.309构件数量：1钢筋22300-50+15*d+6600+300-50+15*d667.7646.56138.7491跨.侧面构造筋11415*d+6600+15*d 227.0214.0416.988钢筋10(250-2*50)+2*(11.9*d)18180.388 6.984 4.309钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)3838 1.33850.84431.371构件数量：1钢筋22300-50+15*d+3150+250-50+15*d66 4.2625.5676.1691跨.侧面构造筋11415*d+3150+15*d22 3.577.148.639钢筋102*((250-2*50)+(500-2*50))+2*(11.9*d)2121 1.33828.09817.3361跨.拉筋110(250-2*50)+2*(11.9*d)990.388 3.492 2.155构件位置：<2,D-2400><2+3300,D-2400>构件位置：<6-1900,C><6-1900,D>构件名称：DL2[186]本构件钢筋重：191.417Kg 构件位置：<4-125,D+1900><5,D+1900>构件名称：DL2[190]本构件钢筋重：104.299Kg 构件名称：DL2[154]本构件钢筋重：134.717Kg 构件位置：<6-3100,B><6-3100,C>构件名称：DL2[156]本构件钢筋重：184.502Kg构件数量：21跨.下通长筋1251500-50+15*d+26700+1500-50+15*d 4830.35242.8934.781跨.侧面构造通长筋11415*d+26700+15*d+4202427.54110.16133.2941跨.上通长筋1251500-50+26700+1500-503629.6177.6683.76钢筋102*((300-2*50)+(600-2*50))+2*(11.9*d)151302 1.638494.676305.215钢筋10(300-2*50)+2*(11.9*d)601200.43852.5632.43构件数量：21跨.下通长筋1251500-50+15*d+14100+1500-50+15*d4817.75142546.71跨.侧面构造通长筋11415*d+14100+15*d+2102414.7358.9271.2931跨.上通长筋1251500-50+14100+1500-503617102392.7钢筋102*((300-2*50)+(600-2*50))+2*(11.9*d)88176 1.638288.288177.874钢筋10(300-2*50)+2*(11.9*d)32640.43828.03217.296构件数量：11跨.下通长筋1251500-50+15*d+33600+1500-50+15*d4437.25149573.651跨.侧面构造通长筋11415*d+33600+15*d+6302234.6569.383.8531跨.上通长筋1251500-50+33600+1500-503336.5109.5421.575钢筋10(300-2*50)+2*(11.9*d)75750.43832.8520.268钢筋102*((300-2*50)+(600-2*50))+2*(11.9*d)186186 1.638304.668187.98构件数量：11跨.下通251500-50+15*d+33600+1500-4437.25149573.65构件位置：<1,C><6,C>构件位置：<6+125,B><6+125,E>;<2-125,B><2-125,E>构件名称：DL1[3384]本构件钢筋重：1287.327Kg 构件位置：<1,D><6,D>构件名称：DL1[3385]本构件钢筋重：1288.807Kg 构件名称：DL1[3380]本构件钢筋重：1044.739Kg 构件位置：<2,E+125><6,E+125>;<2,B-125><6,B-125>构件名称：DL1[3381]本构件钢筋重：602.931Kg1跨.侧面构造通长筋11415*d+33600+15*d+6302234.6569.383.8531跨.上通长筋1251500-50+33600+1500-503336.5109.5421.575钢筋102*((300-2*50)+(600-2*50))+2*(11.9*d)188188 1.638307.944190.001钢筋10(300-2*50)+2*(11.9*d)73730.43831.97419.728构件数量：3钢筋25-50+(600-50-50)/2+150/2+19800-50+(600-50-50)/2+150/272120.35427.351645.2980跨.侧面构造通长筋114-50+19800-50+2102619.91119.46144.547钢筋10(300-2*50)+2*(11.9*d)421260.43855.18834.051钢筋102*((300-2*50)+(600-2*50))+2*(11.9*d)102306 1.638501.228309.258构件数量：10跨.侧面构造通长筋114-50+10400-50+2102210.5121.0225.434钢筋25-50+(600-50-50)/2+150/2+10400-50+(600-50-50)/2+150/27710.9576.65295.103钢筋102*((300-2*50)+(600-2*50))+2*(11.9*d)5454 1.63888.45254.575钢筋10(300-2*50)+2*(11.9*d)22220.4389.636 5.945构件数量：2钢筋20300-50+15*d+6600+300-50+15*d6127.792.4228.228钢筋102*((200-2*50)+(400-2*50))+2*(11.9*d)3774 1.03876.81247.393构件数量：2钢筋20250-50+15*d+17600+300-50+15*d61218.65223.8552.786钢筋102*((200-2*50)+(400-92184 1.038190.992117.842构件位置：<2+3300,F><5,F>;<2+3300,A><5,A>构件位置：<1-125,C-1900><1-125,D+1900>构件名称：DL3[3390]本构件钢筋重：137.811Kg 构件位置：<1,D+1800><2,D+1800>;<1,C-1800><2,C-1800>构件名称：DL3[3392]本构件钢筋重：335.314Kg 构件名称：DL1[3386]本构件钢筋重：711.051Kg 构件位置：<3,A><3,F>;<4-125,A><4-125,F>;<5-125,A><5-125,F>构件名称：DL1[3389]本构件钢筋重：381.057Kg构件数量：1钢筋20300-50+15*d+2425+250-50+15*d 66 3.47520.8551.5钢筋102*((200-2*50)+(400-2*50))+2*(11.9*d)1717 1.03817.64610.888构件数量：2钢筋20250-50+15*d+2150+250-50+15*d 612 3.1537.893.366钢筋102*((200-2*50)+(400-2*50))+2*(11.9*d)1632 1.03833.21620.494构件数量：1横向面筋.12810*d+3000-2*50+10*d 88 3.4627.68133.694纵向面筋.11010*d+1500-2*50+10*d 1616 1.625.615.795横向底筋.12810*d+3000-2*50+10*d 88 3.4627.68133.694纵向底筋.11010*d+1500-2*50+10*d 1616 1.625.615.795侧面受力筋.16(3000+1500)*2-8*50+348+348229.29618.592 4.127构件数量：21钢筋1010*d+1500-2*50+10*d 16336 1.6537.6331.699横向底筋.11010*d+1500-2*50+10*d 8168 1.6268.8165.85纵向底筋.11210*d+1500-2*50+10*d 8168 1.64275.52244.662侧面受力筋.16(1500+1500)*2-8*50+348242 5.948249.81655.459构件位置：<2,E>;<3,E>;<4,E>;<5,E>;<6,E>;<1,D>;<2,D>;<3,D>;<4,D>;<5,D>;<6,D>;<1,C>;<2,C>;<4,C>;<5,C>;<6,C>;<6,B>;<5,B>;<4,B>;<3,B>;<2,B>构件位置：<2+1025,C+1800><2+1025,D-2400>;<2+2225,C+1800><2+2225,D-2400>构件名称：CT-2[93]本构件钢筋重：303.107Kg 构件位置：<3,C>构件名称：CT1[3399]本构件钢筋重：37.984Kg 构件名称：DL3[3394]本构件钢筋重：62.387Kg 构件位置：<2-1725,C><2-1725,C+2700>构件名称：DL3[3395]本构件钢筋重：56.93Kg。
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)
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筋号级别直径钢筋图形计算公式根数总根数单长m 总长m 总重kg 构件数量：8B边纵筋.1183300-max(2730/6,450,500)-570+570-20216 2.7844.4888.96H边纵筋.1183300-max(2730/6,450,500)-570+570-20432 2.7888.96177.92角筋.1183300-max(2730/6,450,500)-570+570-20432 2.7888.96177.92箍筋.182*((350-2*20)+(450-2*20))+2*(11.9*d)26208 1.63339.04133.921箍筋.282*(((450-2*20-2*d-18)/3*1+18+2*d)+(350-2*20))+2*(11.9*d)26208 1.129234.83292.759构件数量：8B边纵筋.1183300-max(2650/6,450,500)-650+650-20216 2.7844.4888.96H边纵筋.1183300-max(2650/6,450,500)-650+650-20432 2.7888.96177.92角筋.1183300-max(2650/6,450,500)-650+650-20432 2.7888.96177.92箍筋.182*((350-2*20)+(450-2*20))+2*(11.9*d)27216 1.63352.08139.072箍筋.282*(((450-2*20-2*d-18)/3*1+18+2*d)+(350-2*20))+2*(11.9*d)27216 1.129243.86496.326构件数量：5B边纵筋.1183300-max(2650/6,450,500)-650+650-20210 2.7827.855.6H边纵筋.1183300-max(2650/6,450,500)-650+650-20420 2.7855.6111.2角筋.1183300-max(2650/6,450,500)-650+650-20420 2.7855.6111.2箍筋.182*((350-2*20)+(450-2*20))+2*(11.9*d)27135 1.63220.0586.92箍筋.282*(((450-2*20-2*d-18)/3*1+18+2*d)+(350-2*20))+2*(11.9*d)27135 1.129152.41560.204构件数量：2楼层名称：第2层（绘图输入）钢筋总重：10744.355Kg 构件位置：<2,A+100>;<3,A+100>;<4,A+100>;<5,A+100>;<6,A+100>;<7,A+100>;<8,A>;<8-50,D-100>构件名称：KZ-2[124]本构件钢筋重：85.025Kg 构件位置：<2+50,C+100>;<3,C+100>;<7,C+100>;<8-50,C+100>;<4,C+100>构件名称：KZ-1[108]本构件钢筋重：83.935Kg 构件位置：<1+50,A+100>;<9-50,A+100>;<1+50,C-100>;<2+50,D-100>;<3,D-100>;<4,D-100>;<7,D-100>;<9-50,C-100>构件名称：KZ-1[110]本构件钢筋重：85.025Kg 构件名称：KZ-3[129]本构件钢筋重：92.653Kg构件位置：<5,C+100>;<6,C+100>B边纵筋.1183300-max(2650/6,450,500)-650+650-2024 2.7811.1222.24H边纵筋.1183300-max(2650/6,450,500)-650+650-2048 2.7822.2444.48角筋.1183300-max(2650/6,450,500)-650+650-2048 2.7822.2444.48箍筋.182*((350-2*20)+(450-2*20))+2*(11.9*d)3468 1.63110.8443.782箍筋.282*(((450-2*20-2*d-18)/3*1+18+2*d)+(350-2*20))+2*(11.9*d)3468 1.12976.77230.325构件数量：2B边纵筋.1183300-max(2730/6,450,500)-570+570-2024 2.7811.1222.24H边纵筋.1183300-max(2730/6,450,500)-570+570-2048 2.7822.2444.48角筋.1183300-max(2730/6,450,500)-570+570-2048 2.7822.2444.48箍筋.182*((350-2*20)+(450-2*20))+2*(11.9*d)3468 1.63110.8443.782箍筋.282*(((450-2*20-2*d-18)/3*1+18+2*d)+(350-2*20))+2*(11.9*d)3468 1.12976.77230.325构件数量：11跨.上通长筋116350-20+15*d+22050+350-20+15*d2223.1946.3873.281跨.左支座筋116350-20+15*d+3200/311 1.637 1.637 2.5861跨.右支座筋1163250/3+350+3250/311 2.516 2.516 3.9751跨.下通长筋116350-20+15*d+22050+350-20+15*d3323.1969.57109.9212跨.右支座筋1163250/3+350+3250/311 2.516 2.516 3.9753跨.右支座筋1163250/3+350+3250/311 2.516 2.516 3.9754跨.右支座筋1164150/3+350+4150/311 3.116 3.116 4.923构件位置：<5,D-100>;<6,D-100>构件名称：KL-1[133]本构件钢筋重：320.308Kg构件位置：<2,D><8,D>构件名称：KZ-4[131]本构件钢筋重：92.653Kg5跨.右支座筋1164150/3+350+4150/311 3.116 3.116 4.9236跨.右支座筋1163200/3+350-20+15*d11 1.637 1.637 2.5861跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.8112跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.8113跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.8114跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.8115跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)3232 1.6753.4421.1096跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.811构件数量：11跨.上通长筋116350-20+15*d+29250+350-20+15*d1130.3930.3948.0161跨.上通长筋216350-20+15*d+29250+350-20+15*d1130.3930.3948.0161跨.左支座筋116350-20+15*d+3250/311 1.653 1.653 2.6121跨.右支座筋1163250/3+350+3250/311 2.516 2.516 3.9751跨.下部钢筋116350-20+15*d+3250+350-20+15*d33 4.3913.1720.8092跨.右支座筋1163250/3+350+3250/311 2.516 2.516 3.9752跨.下通长筋11629*d+22050+29*d1122.97822.97836.3052跨.下通长筋21629*d+22050+29*d1122.97822.97836.3052跨.下通长筋31629*d+22050+29*d1122.97822.97836.3053跨.右支座筋1163250/3+350+3250/311 2.516 2.516 3.975构件名称：KL-2[134]本构件钢筋重：396.65Kg构件位置：<1,C><2,C><6,C><7,C><8,C><9,C>4跨.右支座筋1163250/3+350+3250/311 2.516 2.516 3.9755跨.右支座筋1164150/3+350+4150/311 3.116 3.116 4.9236跨.右支座筋1164150/3+350+4150/311 3.116 3.116 4.9237跨.右支座筋1163250/3+350+3250/311 2.516 2.516 3.9758跨.右支座筋1163250/3+350-20+15*d11 1.653 1.653 2.6128跨.下部钢筋116350-20+15*d+3250+350-20+15*d33 4.3913.1720.8091跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.8112跨.箍筋182*((250-2*20)+(400-2*20))+2*(11.9*d)2323 1.3330.5912.0833跨.箍筋182*((250-2*20)+(400-2*20))+2*(11.9*d)2424 1.3331.9212.6084跨.箍筋182*((250-2*20)+(400-2*20))+2*(11.9*d)2424 1.3331.9212.6085跨.箍筋182*((250-2*20)+(400-2*20))+2*(11.9*d)2424 1.3331.9212.6086跨.箍筋182*((300-2*20)+(450-2*20))+2*(11.9*d)2929 1.5344.3717.5267跨.箍筋182*((250-2*20)+(400-2*20))+2*(11.9*d)2323 1.3330.5912.0838跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.811构件数量：11跨.上通长筋116350-20+15*d+29250+350-20+15*d2230.3960.7896.0321跨.左支座筋116350-20+15*d+3200/311 1.637 1.637 2.5861跨.右支座筋1163250/3+350+3250/311 2.516 2.516 3.9751跨.下通长筋116350-20+15*d+29250+350-20+15*d3330.3991.17144.049构件位置：<1,A><9,A>构件名称：KL-3[139]本构件钢筋重：420.76Kg2跨.右支座筋1163250/3+350+3250/311 2.516 2.516 3.9753跨.右支座筋1163250/3+350+3250/311 2.516 2.516 3.9754跨.右支座筋1163250/3+350+3250/311 2.516 2.516 3.9755跨.右支座筋1164150/3+350+4150/311 3.116 3.116 4.9236跨.右支座筋1164150/3+350+4150/311 3.116 3.116 4.9237跨.右支座筋1163250/3+350+3250/311 2.516 2.516 3.9758跨.右支座筋1163200/3+350-20+15*d11 1.637 1.637 2.5861跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.8112跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.8113跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.8114跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.8115跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.8116跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)3232 1.6753.4421.1097跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.8118跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)2727 1.6745.0917.811构件数量：11跨.上通长筋116450-20+15*d+7150+450-20+15*d228.4916.9826.8281跨.左支座筋116450-20+15*d+7150/311 3.053 3.053 4.8241跨.右支座筋1167150/3+450-20+15*d11 3.053 3.053 4.824构件名称：KL-4[140]本构件钢筋重：144.989Kg构件位置：<1,A><1,C>1跨.下部钢筋122450-20+15*d+7150+450-20+15*d338.6726.0177.511跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)4747 1.6778.4931.004构件数量：11跨.上通长筋116450-20+15*d+7150+450-20+15*d228.4916.9826.8281跨.下部钢筋122450-20+15*d+7150+450-20+15*d338.6726.0177.511跨.箍筋182*((250-2*20)+(570-2*20))+2*(11.9*d)4747 1.6778.4931.004构件数量：11跨.上通长筋116450-20+15*d+13150+450-20+15*d2214.4928.9845.7881跨.左支座筋116450-20+15*d+7350/322 3.12 6.249.8591跨.右支座筋1187350/3+450+7350/322 5.3510.721.41跨.右支座筋3187350/4+450+7350/422 4.1268.25216.5041跨.侧面构造筋11215*d+13150+15*d+1804413.6954.7648.6271跨.下部钢筋122450-20+15*d+7350+450-20+15*d448.8735.48105.732跨.右支座筋1165350/3+450-20+15*d22 2.453 4.9067.7512跨.下部钢筋12029*d+5350+450-20+15*d33 6.6619.9849.3511跨.箍筋182*((250-2*20)+(650-2*20))+2*(11.9*d)4848 1.8387.8434.6971跨.拉筋16(250-2*20)+2*(75+1.9*d)40400.38315.32 3.4012跨.箍筋182*((250-2*20)+(500-2*20))+2*(11.9*d)3535 1.5353.5521.1522跨.拉筋16(250-2*20)+2*(75+1.9*d)30300.38311.49 2.551构件位置：<2,A><2,C><2,D>构件名称：KL-4[141]本构件钢筋重：135.342Kg构件位置：<9,A><9,C>构件名称：KL-5[142]本构件钢筋重：370.046Kg1跨.上部梁垫铁.125250-2*20220.210.42 1.6172跨.上部梁垫铁.125250-2*20220.210.42 1.617构件数量：11跨.上通长筋116450-20+15*d+13250+450-20+15*d2214.5929.1846.1041跨.侧面构造筋11215*d+13250+15*d+1804413.7955.1648.9821跨.箍筋182*((250-2*20)+(650-2*20))+2*(11.9*d)4949 1.8389.6735.421跨.拉筋16(250-2*20)+2*(75+1.9*d)40400.38315.32 3.4012跨.箍筋182*((250-2*20)+(650-2*20))+2*(11.9*d)3838 1.8369.5427.4682跨.拉筋16(250-2*20)+2*(75+1.9*d)30300.38311.49 2.551构件数量：31跨.上通长筋116450-20+15*d+13150+450-20+15*d2614.4986.94137.3651跨.左支座筋116450-20+15*d+7350/313 3.129.3614.7891跨.左支座筋216450-20+15*d+7350/426 2.50815.04823.7761跨.右支座筋1207350/3+450+7350/326 5.3532.179.2871跨.右支座筋3207350/4+450+7350/426 4.12624.75661.1471跨.侧面构造筋11215*d+13150+15*d+18041213.69164.28145.8811跨.下部钢筋125450-20+15*d+7350+450-20+15*d268.9653.76206.9761跨.下部钢筋322450-20+15*d+7350+450-20+15*d268.8753.22158.5962跨.右支座筋1165350/3+450-20+15*d13 2.4537.35911.627构件名称：KL-5[143]本构件钢筋重：163.926Kg构件位置：<8,A><8,D>构件名称：KL-6[145]本构件钢筋重：414.756Kg构件位置：<3,A><3,C><3,D>;<4,A><4,C><4,D>;<5,A><5,C><5,D>2跨.右支座筋2165350/4+450-20+15*d26 2.00812.04819.0362跨.下部钢筋12229*d+5350+450-20+15*d39 6.74860.732180.9811跨.箍筋182*((250-2*20)+(650-2*20))+2*(11.9*d)48144 1.83263.52104.091跨.拉筋16(250-2*20)+2*(75+1.9*d)401200.38345.9610.2032跨.箍筋182*((250-2*20)+(500-2*20))+2*(11.9*d)35105 1.53160.6563.4572跨.拉筋16(250-2*20)+2*(75+1.9*d)30900.38334.477.6521跨.上部梁垫铁.125250-2*204120.21 2.529.7022跨.上部梁垫铁.125250-2*204120.21 2.529.702构件数量：21跨.上通长筋116450-20+15*d+13150+450-20+15*d2414.4957.9691.5771跨.左支座筋116450-20+15*d+7350/312 3.12 6.249.8591跨.左支座筋216450-20+15*d+7350/424 2.50810.03215.8511跨.右支座筋1227350/3+450+7350/324 5.3521.463.7721跨.右支座筋3227350/4+450+7350/424 4.12616.50449.1821跨.侧面构造筋11215*d+13150+15*d+1804813.69109.5297.2541跨.下部钢筋125450-20+15*d+7350+450-20+15*d248.9635.84137.9841跨.下部钢筋322450-20+15*d+7350+450-20+15*d248.8735.48105.732跨.右支座筋1165350/3+450-20+15*d12 2.453 4.9067.7512跨.右支座筋2165350/4+450-20+15*d24 2.0088.03212.691构件位置：<6,A><6,C><6,D>;<7,A><7,C><7,D>构件名称：KL-7[151]本构件钢筋重：444.53Kg2跨.下部钢筋12229*d+5350+450-20+15*d48 6.74853.984160.8721跨.箍筋182*((250-2*20)+(650-2*20))+2*(11.9*d)4896 1.83175.6869.3941跨.拉筋16(250-2*20)+2*(75+1.9*d)40800.38330.64 6.8022跨.箍筋182*((250-2*20)+(500-2*20))+2*(11.9*d)3570 1.53107.142.3052跨.拉筋16(250-2*20)+2*(75+1.9*d)30600.38322.98 5.1021跨.上部梁垫铁.125250-2*20480.21 1.68 6.4682跨.上部梁垫铁.125250-2*20480.21 1.68 6.468构件数量：11跨.上通长筋116250-20+15*d+29450+250-20+15*d1130.3930.3948.0161跨.上通长筋216250-20+15*d+29450+250-20+15*d1130.3930.3948.0161跨.下通长筋11612*d+17750+12*d3318.13454.40285.9556跨.下部钢筋11612*d+4250+12*d33 4.63413.90221.9657跨.下通长筋11612*d+6950+12*d337.33422.00234.7631跨.箍筋182*((250-2*20)+(400-2*20))+2*(11.9*d)2424 1.3331.9212.6082跨.箍筋182*((250-2*20)+(400-2*20))+2*(11.9*d)2424 1.3331.9212.6083跨.箍筋182*((250-2*20)+(400-2*20))+2*(11.9*d)2424 1.3331.9212.6084跨.箍筋182*((250-2*20)+(400-2*20))+2*(11.9*d)2424 1.3331.9212.6085跨.箍筋182*((250-2*20)+(400-2*20))+2*(11.9*d)2424 1.3331.9212.6086跨.箍筋182*((300-2*20)+(450-2*20))+2*(11.9*d)3030 1.5345.918.131构件名称：L-1[155]本构件钢筋重：345.105Kg构件位置：<1,B><6,B><7,B><9,B>7跨.箍筋182*((250-2*20)+(400-2*20))+2*(11.9*d)2424 1.3331.9212.6088跨.箍筋182*((250-2*20)+(400-2*20))+2*(11.9*d)2424 1.3331.9212.608构件数量：11跨.上通长筋116250-20+15*d+4250+250-20+15*d 22 5.1910.3816.41跨.左支座筋116250-20+15*d+4250/511 1.32 1.32 2.0861跨.右支座筋1164250/5+250-20+15*d 11 1.32 1.32 2.0861跨.下部钢筋11812*d+4250+12*d 33 4.68214.04628.0921跨.箍筋182*((250-2*20)+(400-2*20))+2*(11.9*d)2929 1.3338.5715.235构件数量：1A8@150.1810550+max(250/2,5*d)+max(250/2,5*d)+12.5*d+300393911.2436.8172.536A8@150.283350+max(250/2,5*d)+max(250/2,5*d)+12.5*d3939 3.7144.356.999A8@150.3829450+max(250/2,5*d)+max(250/2,5*d)+12.5*d+900111130.7337.7133.392A8@150.4817750+max(250/2,5*d)+max(250/2,5*d)+12.5*d+600393918.7729.3288.074A8@150.586950+max(250/2,5*d)+max(250/2,5*d)+12.5*d 39397.3284.7112.457构件数量：1A8@120.184250+max(250/2,5*d)+max(250/2,5*d)+12.5*d4848 4.6220.887.216A8@120.1813550+max(250/2,5*d)+max(250/2,5*d)+12.5*d+300363614.2511.2201.924构件数量：1A8@120.187850+max(250/2,5*d)+max(250/2,5*d)+12.5*d+30045458.5382.5151.088构件位置：<1,B-2015><9,B-2015>构件名称：B-1[174]本构件钢筋重：289.14Kg 构件位置：<6,B-2476><7,B-2476>;<7-2228,A><7-2228,D>构件名称：L-2[158]本构件钢筋重：63.899Kg 构件位置：<6,C+2700><7,C+2700>构件名称：B-1[169]本构件钢筋重：763.456Kg 构件名称：B-1[177]本构件钢筋重：155.472Kg 构件位置：<6,D-2375><8,D-2375>工程名称：工程钢筋明细表编制日期：2013-12-19A8@120.283350+max(250/2,5*d)+m ax(250/2,5*d)+12.5*d 33 3.711.1 4.385构件数量：1A8@150.187550+max(250/2,5*d)+m ax(250/2,5*d)+12.5*d 46467.9363.4143.543A8@150.2813550+max(250/2,5*d)+max(250/2,5*d)+12.5*d +300696914.2979.8387.021构件数量：1A8@150.1813550+max(250/2,5*d)+max(250/2,5*d)+12.5*d+300232314.2326.6129.007A8@150.287550+max(250/2,5*d)+m ax(250/2,5*d)+12.5*d 23237.9181.771.772构件数量：1B10@200.11010550+250-20+15*d+250-20+15*d+350292911.66338.14208.632B10@200.2107850+250-20+15*d+250-20+15*d+35027278.96241.92149.265B10@200.3103350+250-20+15*d+250-20+15*d22 4.118.22 5.072B10@200.41029450+250-20+15*d+250-20+15*d+1050373731.261156.62713.635构件数量：1B10@200.1107550+250-20+15*d+250-20+15*d+35051518.66441.66272.504B10@200.21013550+250-20+15*d+250-20+15*d+350686814.66996.88615.075B10@200.31013550+250-20+15*d+250-20+15*d+350222214.66322.52198.995构件位置：<4-1662,A><4-1662,D>构件名称：B-1[178]本构件钢筋重：200.779Kg 构件位置：<8-986,A><8-986,D>构件名称：B-1[166]本构件钢筋重：530.564Kg 构件位置：<2+1554,A><2+1554,D>构件名称：B-1[171]本构件钢筋重：1076.603Kg 构件位置：<1,B+767><9,B+767>构件名称：B-1[165]本构件钢筋重：1086.574Kg 第 11 页 共 11 页。