L9_20231230213404.xlsVIP免费

工程量计算书工程名称：厂房算量序号计算表达式件1111构件名称：L9(1)构件位置：(-0.6/2)│C～(3.6/C)清单：010405001001有梁板(3.6M以内)(m3)梁体积=0.2[宽]*0.4[高]*(3.714[长]-0.175[起点扣减]-0.1[终点扣减])-3.4389[长]*0.2[梁宽]*0.13[板厚][扣板]=0.186AD0250现浇砼有梁板(中砂)C30(m3)梁体积=0.2[宽]*0.4[高]*(3.714[长]-0.175[起点扣减]-0.1[终点扣减])-3.4389[长]*0.2[梁宽]*0.13[板厚][扣板]=0.186清单：011203003001现浇混凝土梁模板使用费(m2)梁模板面积=0.2[宽]*3.439[净长]+(3.439[左侧净长]+3.439[右侧净长])*0.4[高]-(2*3.4389[长]*0.13[板厚])=2.545TB0014现浇砼模板安装、拆除矩形梁(m2)梁模板面积=0.2[宽]*3.439[净长]+(3.439[左侧净长]+3.439[右侧净长])*0.4[高]-(2*3.4389[长]*0.13[板厚])=2.545工程量0.1860.1862.5452.545