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：(4.2/2)│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]*(8.35[长]-0.15[起点扣减]-0.175[终点扣减])-8.025[长]*0.3[梁宽]*0.13[板厚][扣板]=1.372(m3)第2跨梁体积=0.3[宽]*0.7[高]*(8.293[长]-0.175[起点扣减]-0.175[终点扣减])-7.9434[长]*0.3[梁宽]*0.13[板厚][扣板]=1.358(m3)第3跨梁体积=0.3[宽]*0.7[高]*(8.457[长]-0.175[起点扣减]-0.15[终点扣减])-7.9312[长]*0.3[扣板宽]*0.13[板厚][扣板]=1.398AD0250现浇砼有梁板(中砂)C30(m3)第1跨梁体积=0.3[宽]*0.7[高]*(8.35[长]-0.15[起点扣减]-0.175[终点扣减])-8.025[长]*0.3[梁宽]*0.13[板厚][扣板]=1.372(m3)第2跨梁体积=0.3[宽]*0.7[高]*(8.293[长]-0.175[起点扣减]-0.175[终点扣减])-7.9434[长]*0.3[梁宽]*0.13[板厚][扣板]=1.358(m3)第3跨梁体积=0.3[宽]*0.7[高]*(8.457[长]-0.175[起点扣减]-0.15[终点扣减])-7.9312[长]*0.3[扣板宽]*0.13[板厚][扣板]=1.398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]*8.025[净长]+(8.025[左侧净长]+8.025[右侧净长])*0.7[高]-(2*8.025[长]*0.13[板厚])=11.556(m2)第2跨梁模板面积=0.3[宽]*7.943[净长]+(7.943[左侧净长]+7.944[右侧净长])*0.7[高]-(2*7.9434[长]*0.13[板厚])=11.439(m2)第3跨梁模板面积=0.3[宽]*8.132[净长]+(8.132[左侧净长]+8.131[右侧净长])*0.7[高]-(7.931[长]*0.13[板厚])=12.793TB0014现浇砼模板安装、拆除矩形梁(m2)第1跨梁模板面积=0.3[宽]*8.025[净长]+(8.025[左侧净长]+8.025[右侧净长])*0.7[高]-(2*8.025[长]*0.13[板厚])=11.556(m2)第2跨梁模板面积=0.3[宽]*7.943[净长]+(7.943[左侧净长]+7.944[右侧净长])*0.7[高]-(2*7.9434[长]*0.13[板厚])=11.439(m2)第3跨梁模板面积=0.3[宽]*8.132[净长]+(8.132[左侧净长]+8.131[右侧净长])*0.7[高]-(7.931[长]*0.13[板厚])=12.793工程量1.3721.3581.3981.3721.3581.39811.55611.43912.79311.55611.43912.793
