工程量计算书工程名称：厂房算量序号计算表达式件111111111111构件名称：L14(3)构件位置：(4.2/3)│A～D清单：010405001001有梁板(3.6M以内)(m3)第1跨梁体积=0.3[宽]*0.7[高]*(8.288[长]-0.15[起点扣减]-0.237[终点扣减])-7.9[长]*0.3[梁宽]*0.13[板厚][扣板]=1.351(m3)第2跨梁体积=0.3[宽]*0.7[高]*(8.369[长]-0.237[起点扣减]-0.175[终点扣减])-7.9563[长]*0.3[梁宽]*0.13[板厚][扣板]=1.361(m3)第3跨梁体积=0.3[宽]*0.7[高]*(8.444[长]-0.175[起点扣减]-0.15[终点扣减])-7.9184[长]*0.3[扣板宽]*0.13[板厚][扣板]=1.396AD0250现浇砼有梁板(中砂)C30(m3)第1跨梁体积=0.3[宽]*0.7[高]*(8.288[长]-0.15[起点扣减]-0.237[终点扣减])-7.9[长]*0.3[梁宽]*0.13[板厚][扣板]=1.351(m3)第2跨梁体积=0.3[宽]*0.7[高]*(8.369[长]-0.237[起点扣减]-0.175[终点扣减])-7.9563[长]*0.3[梁宽]*0.13[板厚][扣板]=1.361(m3)第3跨梁体积=0.3[宽]*0.7[高]*(8.444[长]-0.175[起点扣减]-0.15[终点扣减])-7.9184[长]*0.3[扣板宽]*0.13[板厚][扣板]=1.396清单：011203003001现浇混凝土梁模板使用费(m2)第1跨梁模板面积=0.3[宽]*7.9[净长]+(7.9[左侧净长]+7.9[右侧净长])*0.7[高]-(2*7.9[长]*0.13[板厚])=11.376(m2)第2跨梁模板面积=0.3[宽]*7.956[净长]+(7.956[左侧净长]+7.956[右侧净长])*0.7[高]-(2*7.9563[长]*0.13[板厚])=11.457(m2)第3跨梁模板面积=0.3[宽]*8.119[净长]+(8.119[左侧净长]+8.119[右侧净长])*0.7[高]-(7.918[长]*0.13[板厚])=12.773TB0014现浇砼模板安装、拆除矩形梁(m2)第1跨梁模板面积=0.3[宽]*7.9[净长]+(7.9[左侧净长]+7.9[右侧净长])*0.7[高]-(2*7.9[长]*0.13[板厚])=11.376(m2)第2跨梁模板面积=0.3[宽]*7.956[净长]+(7.956[左侧净长]+7.956[右侧净长])*0.7[高]-(2*7.9563[长]*0.13[板厚])=11.457(m2)第3跨梁模板面积=0.3[宽]*8.119[净长]+(8.119[左侧净长]+8.119[右侧净长])*0.7[高]-(7.918[长]*0.13[板厚])=12.773工程量1.3511.3611.3961.3511.3611.39611.37611.45712.77311.37611.45712.773
