钢筋工程量计算书工程名称：厂房算量钢筋简图9.bmp13.bmp17.bmp21.bmp25.bmp29.bmp33.bmp37.bmp41.bmp45.bmp49.bmp53.bmp57.bmp61.bmp65.bmp69.bmp73.bmp77.bmp81.bmp85.bmp89.bmp93.bmp97.bmp101.bmp105.bmp109.bmp钢筋工程量计算书厂房算量计算表达式件构件名称：贯通钢筋构件位置：贯通钢筋117.44117.44134.526170.189170.189170.189170.189重量kg板贯通钢筋：4层标高：20.65米L10@150:板底筋从①～(11.07,241.916)范围(11.07,241.416)～(11.07,242.416)钢筋根数=(1-0.1)/0.15+1=7(四舍五入)钢筋长度=4.041=4.041钢筋重量=7*4.041*0.61654[钢筋比重]=17.44L10@150:板底筋从①～(11.07,234.03)范围(11.07,233.53)～(11.07,234.53)钢筋根数=(1-0.1)/0.15+1=7(四舍五入)钢筋长度=4.041=4.041钢筋重量=7*4.041*0.61654[钢筋比重]=17.44L10@150:板底筋从⑨～⑩范围⑩～⑩钢筋根数=(1-0.1)/0.15+1=7(四舍五入)钢筋长度=8=8钢筋重量=7*8*0.61654[钢筋比重]=34.526A8@150:板底筋从A～D范围D～D钢筋根数=(1-0.1)/0.15+1=7(四舍五入)钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150:板底筋从A～D范围D～D钢筋根数=(1-0.1)/0.15+1=7(四舍五入)钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150:板底筋从A～D范围D～D钢筋根数=(1-0.1)/0.15+1=7(四舍五入)钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150:板底筋从A～D范围D～D钢筋根数=(1-0.1)/0.15+1=7(四舍五入)钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150:板底筋从A～D范围D～D钢筋根数=(1-0.1)/0.15+1=7(四舍五入)170.189170.189170.189170.189170.189170.189170.189170.189170.189钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150:板底筋从A～D范围D～D钢筋根数=(1-0.1)/0.15+1=7(四舍五入)钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475钢筋重量=7*25.475*0.3935856[钢筋比重]=70.189A8@150:板底筋从A～D范围D～D钢筋根数=(1-0.1)/0.15+1=7(四舍五入)钢筋长度=24.895+2*6.25*0.008[弯钩]+[搭接]2*1.2*25*0.008=25.475钢筋...
