钢筋工程量计算书工程名称：厂房算量钢筋简图9.bmp13.bmp17.bmp21.bmp24.bmp27.bmp32.bmp35.bmp35.bmp38.bmp43.bmp46.bmp49.bmp54.bmp58.bmp61.bmp64.bmp69.bmp72.bmp75.bmp80.bmp83.bmp86.bmp钢筋工程量计算书厂房算量计算表达式件11173.61170.7521173.323149.37314.97211.092143.201重量kg构件名称：B1降50构件位置：B1降50_No1:⑨～⑩│B～C板名称：B1降50:No1,板厚：130mm,标高：25.15米。下部钢筋：A8@150:长⑨～⑩范围B～C钢筋根数=(8.363-支座(0.175+0.175)-0.1)/0.15+1=54(四舍五入)钢筋长度=8.068+2*6.25*0.008[弯钩]=8.168钢筋重量=54*8.168*0.3935856[钢筋比重]=173.6下部钢筋：L8@150:长B～C范围⑨～⑩钢筋根数=(8.062-支座(0.15+0.15)-0.1)/0.15+1=52(四舍五入)钢筋长度=8.343=8.343钢筋重量=52*8.343*0.3935856[钢筋比重]=170.752下部钢筋：A8@150:长⑨～⑩范围B～C钢筋根数=(8.363-支座(0.175+0.175)-0.1)/0.15+1=54(四舍五入)钢筋长度=8.055+2*6.25*0.008[弯钩]=8.155钢筋重量=54*8.155*0.3935856[钢筋比重]=173.323支座负筋：L10@140-1200范围⑩～⑨钢筋根数=(8.075-(0.15+0.15)[支座])-0.1)/0.14+1=56(四舍五入)钢筋长度=1.2[标注长]+2*(0.13-0.015)=1.43钢筋重量=56*1.43*0.61654[钢筋比重]=49.373负筋之分布筋(A6.5@250)=(1.2[负筋长]-0.35[支座宽]/2)/0.25=4(四舍五入)分布筋长=8.075-0.15[支座]-0.15[支座]-0.35[重叠]+150/1000-2.953[重叠]+150/1000=4.772分布筋重=4*4.772*0.2604881[钢筋比重]=4.972板支撑钢筋:A6@1000*1000马凳筋筋长=2*(0.13[板厚]-0.02)+2*0.2+0.2=0.82马凳筋数=1.025*(4.472+0.35/2+0.35/2)/间距=6.277/(1*1)=6马凳筋重=6*0.82*0.2219544[钢筋比重]=1.092支座负筋：L10@160-1200范围⑨～⑩钢筋根数=(8.05-(0.15+0.15)[支座])-0.1)/0.16+1=49(四舍五入)钢筋长度=1.2[标注长]+2*(0.13-0.015)=1.43钢筋重量=49*1.43*0.61654[钢筋比重]=43.201负筋之分布筋(A6.5@250)=(1.2[负筋长]-0.35[支座宽]/2)/0.25=4(四舍五入)分布筋长=8.05-0.15[支座]-0.15[支座]-2.953[重叠]+150/1000-0.35[重叠]+150/1000=4.74714.94611.092173.36218.20511.6381150.01117.34513.72910.728112.067分布筋重=4*4.747*0.2604881[钢筋比重]=4.946板支撑钢筋:A6@1000*1000马凳筋筋长=2*(0.13[板厚]-0.02)+2*0.2+0.2=0.82马凳筋数=1.025*(4.447+2.953/2+2.953/2)/间距=6.251/(1*1)=6马凳筋重=6*0.82*0.2219544[钢筋比重]=1.092支座负筋...
