基础层砼明细一、墙序号构件名称工程量计算式11.8*2.17*0.25*2=1.953m31.8*1.97*0.25*2=1.773m322.3*1.97*0.25*8=9.062m33(0.675*1.97*0.25)*4=1.3296m3(0.75*3.77*0.25)*4=2.8275m3(0.6*3.77*0.25)*4=2.262m3(0.775*1.97*0.25)*4=1.5268m3(1.85*2.17*0.25)*4=4.0144m3(1.85*2.17*0.25)*4=4.0144m3暗柱并入墙部分4YAZ75YAZ106YAZ117GAZ138YDZ19FBZ1(0.25*0.5*1.97)*4=0.985m310FBZ2(0.35*0.35*3.77)*4=1.8473m3小计二、电梯井壁墙1(2.175*3.77*0.25)*4=8.20m32(4.45*3.77*0.3)*2=10.0659m3Q1(双排)体积=3.726m3L轴-400/2线+25～K轴-100/2线+25K轴-100/16线-25～L轴-400/16线-25Q2(双排)Q4(双排)体积=13.815m3A轴+25/7线+125～A轴+25/7线+800J轴-575/8线-250～J轴-575/8线-1000J轴-575/9线-600～J轴-575/8线+100A轴+25/7线-900～A轴+25/7线-125H轴-25/4线-250～H轴-25/6线+400C轴+100/4线+25～B轴-150/4线+25(0.17<截面面积>*2.17-(0.4*0.25*2.17)<扣砼墙>）*4=0.6076m3(0.3375<截面面积>*2.17-(0.25*1*2.17)<扣砼墙>）*4=0.7595m3(0.3<截面面积>3.77-(0.25*0.6*3.77)<扣砼墙>）*4=2.2623(0.2375<截面面积>*3.77-(0.45*0.25*3.77)<扣砼墙>）*4=1.885m3L轴+100/2线+25(0.235<截面面积>*2.17)*2=1.02m3L轴+100/16线-25(0.235<截面面积>*1.97)*2=0.926m3体积=39.981m3Q3(双排)Q5(双排)3Qa(1.875*3.77*0.2)*2=2.8275m34Qb(4.45*3.77*0.25)*2=8.388m3小计三、柱序号构件名称工程量计算式1KZ12KZ2(0.4*0.45*1.82)*4=1.3104m33KZ3(0.4*0.5*1.82)*4=1.456m34KZ4(0.4*0.45*2.47)*2=0.8892m3(0.4*0.45*1.97)*2=0.7092m35KZ5(0.4*0.5*2.17)*4=1.736m36KZ67KZ7(0.4*0.5*2.47)*2=0.988m3(0.4*0.5*1.82)*2=0.728m38KZ8(0.4*0.4*2.47)*2=0.7904m39KZ9(0.4*0.4*3.77)*4=2.4128m310KZ10(0.45*0.5*2.47)*4=2.223m311KZ11(0.5*0.5*3.77)*4=3.77m312KZ12(0.5*0.5*3.77)*2=1.885m313KZ13(0.5*0.5*1.82)*4=1.82m314KZ14(0.5*0.5*1.82)*2=0.91m315KZ15(0.4*0.45*1.97)*4=1.4184m316KZ16(0.4*0.4*2.47)*2=0.7904m3小计四、基础梁体积=29.481m3(0.45*0.5*1.82）*4=1.638m3（0.4*0.4*3.77)*4=2.4128m3（0.4*0.4*1.82)*2=0.5824m3体积=28.468m3序号构件名称工程量计算式1JL1(1)2JL2(1)3JL2a(1)4JL3(3)(0.5*0.25*(2.246+1.525+3.568))*2=1.8348m3(0.5*0.25*(2.031+1.336+3.48))*2=1.7118m35JL4(1)(0.55*0.25*2.566)*2=0.7057m3(0.55*0.25*2.363)*2=0.6498m36JL5(2)(0.65*0.25*(4....
