1、工工程程量量计计算算书书工工程程名名称称：厂房算量序序号号计计算算表表达达式式件件构件名称：B2 构件位置：B2_No2:(3.5/1)AC清单：010405001011 有梁板(中砂)C30 板部分(m3)板体积=(16.655*63.15面积-(0.39*6+0.49)扣柱)*0.13板厚=136.3651AD0250 现浇砼 有梁板(中砂)C30(m3)板体积=(16.655*63.15面积-(0.39*6+0.49)扣柱)*0.13板厚=136.3651清单：011203005011 现浇混凝土板模板使用费 有梁板板部分(m2)模板面积=(16.655*63.15面积-(0.1234+
2、0.0955+0.123*2+0.1382*2+0.124+0.39*6+0.49+0.2246+0.1348*4+0.1357+0.1338+0.1123+0.2451+0.1082)扣柱)-(7.825梁长*0.3梁宽)*4+(7.75梁长*0.3梁宽)*7+(8.025梁长*0.3梁宽)*5+7.943梁长*0.3梁宽+7.65梁长*0.15扣梁宽+7.675梁长*0.15扣梁宽+7.7梁长*0.15扣梁宽+7.931梁长*0.15扣梁宽+4.05梁长*0.3扣梁宽+(7.8梁长*0.175扣梁宽)*6+7.8梁长*0.175扣梁宽+4.05梁长*0.172扣梁宽+7.8梁长*0.162
3、扣梁宽+7.8梁长*0.149扣梁宽+7.8梁长*0.136扣梁宽+(7.8梁长*0.055扣梁宽)*2+7.8梁长*0.055扣梁宽+7.725梁长*0.055扣梁宽+7.65梁长*0.3梁宽+(7.9梁长*0.3梁宽)*2+7.956梁长*0.3梁宽+7.969梁长*0.3梁宽+(8.05梁长*0.3梁宽)*4+4梁长*0.475扣梁宽+(7.75梁长*0.35梁宽)*2+(7.8梁长*0.475梁宽)*2+(7.8梁长*0.35梁宽)*3+7.8梁长*0.3梁宽+7.801梁长*0.3梁宽)扣梁=936.1081TB0026 现浇砼模板安装、拆除 有梁板 竹胶合板(m2)模板面积=(16
4、.655*63.15面积-(0.1234+0.0955+0.123*2+0.1382*2+0.124+0.39*6+0.49+0.2246+0.1348*4+0.1357+0.1338+0.1123+0.2451+0.1082)扣柱)-(7.825梁长*0.3梁宽)*4+(7.75梁长*0.3梁宽)*7+(8.025梁长*0.3梁宽)*5+7.943梁长*0.3梁宽+7.65梁长*0.15扣梁宽+7.675梁长*0.15扣梁宽+7.7梁长*0.15扣梁宽+7.931梁长*0.15扣梁宽+4.05梁长*0.3扣梁宽+(7.8梁长*0.175扣梁宽)*6+7.8梁长*0.175扣梁宽+4.05梁长
5、*0.172扣梁宽+7.8梁长*0.162扣梁宽+7.8梁长*0.149扣梁宽+7.8梁长*0.136扣梁宽+(7.8梁长*0.055扣梁宽)*2+7.8梁长*0.055扣梁宽+7.725梁长*0.055扣梁宽+7.65梁长*0.3梁宽+(7.9梁长*0.3梁宽)*2+7.956梁长*0.3梁宽+7.969梁长*0.3梁宽+(8.05梁长*0.3梁宽)*4+4梁长*0.475扣梁宽+(7.75梁长*0.35梁宽)*2+(7.8梁长*0.475梁宽)*2+(7.8梁长*0.35梁宽)*3+7.8梁长*0.3梁宽+7.801梁长*0.3梁宽)扣梁=936.1081工工程程量量136.365136.365936.108936.108
