工程名称：中冶.兴港华府二期13#楼清单工程量第1页共18页屋面层砼明细一、梁序号构件名称工程量计算式1XL1(1)2XL2(1)3KL22(1)4XL2(0A)5L10(1A)6L11(3)7L12(1)8L14(4)9L4(1)10L6(1)11L7(1)12L9(1)13L3(1)14L5(3)15L2(3)16L15(1)17WKL1(1)18WKL2(1A)19WKL2(1A)(200*500)20WKL3(3)(0.2*0.5*1.5-(0.1*0.2*0.5)<扣柱>)*4=0.56m3(0.2*0.5*0.6-(0.3*0.2*0.5)<扣柱>)*4=0.12m3(0.2*0.45*3.2-(0.2*0.2*0.45)<扣柱>)*2=0.54m3(0.2*0.5*0.6-(0.1*0.2*0.5)<扣柱>)*2=0.1m3(0.2*0.5*4.8-((0.1*0.2*0.5)*2+0.2*0.2*0.5)<扣梁>)*4=1.76m3(0.2*0.4*7.4-((0.1*0.2*0.4)*2+(0.25*0.2*0.4)*2+0.04*0.4+0.2*0.2*0.4)<扣梁>)*2=1.008m3(0.2*0.5*23.6-((0.2*0.2*0.5)*6)<扣梁>)*2=4.48m3(0.2*0.5*13.4-((0.2*0.2*0.5)*3)<扣梁>)*2=2.56m3(0.2*0.4*4.2-((0.1*0.2*0.4)*2)<扣梁>)*4=1.28m3(0.2*0.5*3-(0.125*0.2*0.5)<扣梁>)*4=1.15m3(0.2*0.5*1.2-(0.1*0.2*0.5)*2)<扣梁>)*4=0.4m3(0.2*0.45*2.1-(0.1*0.2*0.45+0.1*0.2*0.45)<扣梁>)*4=0.684m3(0.2*0.4*2.9-((0.1*0.2*0.4)*2)<扣梁>)*4=0.864m3(0.2*0.5*10.1-((0.2*0.2*0.5)*2+0.125*0.2*0.5)<扣梁>)*4=3.83m3(0.2*0.4*8.4-(0.1*0.2*0.4)<扣柱>-((0.2*0.2*0.4)*3+0.1*0.2*0.4)<扣梁>)*4=2.432m3(0.2*0.4*2.1-(0.1*0.2*0.4+0.2*0.2*0.4)<扣柱>)*2=0.288m3(0.2*0.5*2.1-(0.1*0.2*0.5)<扣柱>-(0.1*0.2*0.5)<扣梁>)*4=0.76m3(0.25*0.5*4.8-(0.25*0.25*0.5+0.3*0.25*0.5)<扣柱>)*4=2.125m3(0.2*0.5*0.6-(0.1*0.2*0.5)<扣柱>)*4=0.2m3(0.2*0.5*11.3-((0.4*0.2*0.5)*2+0.1*0.2*0.5+0.1*0.5)<扣柱>)*4=3.96m3工程名称：中冶.兴港华府二期13#楼清单工程量第2页共18页21WKL4(1A)22WKL4(1A)(200*500)23WKL5(5B)(200*500)24WKL5(5B)(200*600)25WKL5(5B)(250*650)26WKL7(1)27WKL8(1A)28WKL8(1A)(200*500)29WKL9(1A)30WKL10(1)31WKL11(2)32WKL12(4)33WKL13(1)(200*450)34WKL16(1)35WKL17(3)36WKL18(2)(0.2*0.55*3.9-(0.1*0.2*0.55)<扣柱>)*4=1.672m3(0.2*0.5*0.6-(0.25*0.2*0.5)<扣柱>)*4=0.14m3体积=1.68m3A轴-600/7线～A轴/7线(0.2*0.5*0.6-(0.1*0.2*0.5)<扣柱>)*4=0.2m3L轴/7线～L轴+600/7线(0.2*0.5*0.6-(0.1*0.2*0.5)<扣柱>)*4=0.2m3A轴/7线～B轴/7线(0.2*0.5*3.9-(0.4*0.2*0.5+0.3*0.2*0.5)<扣柱>）*4=1.28m3体积=6.96m3B轴/7线～D轴/7线(0.2*0.6*6.6-(0.1*0.2*0.6+0.3*0.2*0.6)<扣柱>）*4=2.976m3F轴/7线～L轴/7线(0.2*0.6*9-(0.1*...
