钢筋工程量计算书工程名称：厂房算量钢筋简图8.bmp12.bmp17.bmp20.bmp23.bmp28.bmp31.bmp34.bmp39.bmp42.bmp45.bmp50.bmp53.bmp56.bmp61.bmp64.bmp67.bmp72.bmp75.bmp78.bmp82.bmp85.bmp钢筋工程量计算书厂房算量计算表达式件11170.0091172.095120.03812.68310.559119.23612.214重量kg构件名称：B3构件位置：B3_No2:⑨～⑩│A～B板名称：B3:No2,板厚：140mm,标高：11.65米。下部钢筋(变长)：L8@150范围：⑨～⑩钢筋长度1=8.15=8.15[53根]钢筋总长=431.95钢筋重量=431.95*0.3935856[钢筋比重]=170.009下部钢筋(变长)：A8@150范围：⑨～⑩钢筋长度1=8.15+2*6.25*0.008[弯钩]=8.25[53根]钢筋总长=437.25钢筋重量=437.25*0.3935856[钢筋比重]=172.095支座负筋：L10@140-1050范围⑩～(77.97,238.749)钢筋根数=(3.8-(0.15+0.15)[支座])-0.1)/0.14+1=25(四舍五入)钢筋长度=1.05[标注长]+2*(0.14-0.015)=1.3钢筋重量=25*1.3*0.61654[钢筋比重]=20.038负筋之分布筋(A6.5@250)=(1.05[负筋长]-0.35[支座宽]/2)/0.25=4(四舍五入)分布筋长=3.8-0.15[支座]-0.15[支座]-0.35[重叠]+150/1000-0.875[重叠]+150/1000=2.575分布筋重=4*2.575*0.2604881[钢筋比重]=2.683板支撑钢筋:A6@1000*1000马凳筋筋长=2*(0.14[板厚]-0.02)+2*0.2+0.2=0.84马凳筋数=0.875*(2.275+0.35/2+0.35/2)/间距=2.527/(1*1)=3马凳筋重=3*0.84*0.2219544[钢筋比重]=0.559支座负筋：L10@160-1050范围(77.97,238.749)～⑨钢筋根数=(4.05-(0.15+0.15)[支座])-0.1)/0.16+1=24(四舍五入)钢筋长度=1.05[标注长]+2*(0.14-0.015)=1.3钢筋重量=24*1.3*0.61654[钢筋比重]=19.236负筋之分布筋(A6.5@250)=(1.05[负筋长]-0.35[支座宽]/2)/0.25=4(四舍五入)分布筋长=4.05-0.15[支座]-0.15[支座]-0.875[重叠]+150/1000-1.05[重叠]+150/1000=2.125分布筋重=4*2.125*0.2604881[钢筋比重]=2.214板支撑钢筋:A6@1000*1000马凳筋筋长=2*(0.14[板厚]-0.02)+2*0.2+0.2=0.84马凳筋数=0.875*(1.825+0.875/2+0.875/2)/间距=2.439/(1*1)=210.373111.80811.69310.373119.44316.72111.119119.44316.72111.119马凳筋重=2*0.84*0.2219544[钢筋比重]=0.373支座负筋：A8@200-500范围A～B钢筋根数=(8.15-0.175[支座]-0.1/2)/0.2=40(四舍五入)钢筋长度=0.5[标注长]+2*(0.14-0.015)=0.75钢筋重量=40*0.75*0.3935856[钢筋比重]=11.808负筋之分布筋(A6.5@250)=(0.5[负筋长]-0.3[支座宽]/2)/0.25=1(四舍五入)分布筋长=8.15-0.175[支座]-...
