一、梁序号构件名称工程量计算式1KL5(5B)2KL5(5B)(200*500)3KL6(2A)5KL2(1A)7KL8(1A)9KL19(7)12KL1(1)2～17+1层梁板（单层明细）体积=9.594m3(0.2*0.6*23.5-((0.5*0.2*0.6)*3+(0.4*0.2*0.6)*2+0.45*0.2*0.6)<扣柱>)*2=4.98m3(0.2*0.6*12.9-(0.1*0.2*0.6+0.5*0.2*0.6+0.4*0.2*0.6+0.3*0.2*0.6)<扣柱>)*2=2.784m3(0.2*0.5*0.6-(0.1*0.2*0.5)<扣柱>)*2=0.1m3(0.2*0.5*3.9-((0.4*0.2*0.5)*2)<扣柱>)*2=0.62m3(0.2*0.5*0.7-(0.1*0.2*0.5)<扣柱>)*2=0.12m3(0.2*0.5*5.4-(0.1*0.2*0.5+0.35*0.2*0.5)<扣柱>)*2=0.99m3体积=2.204m3(0.2*0.6*6.6-(0.1*0.2*0.6+0.4*0.2*0.6)<扣柱>)*2=1.464m3(0.2*0.5*0.6-(0.1*0.2*0.5)<扣柱>)*2=0.1m3(0.2*0.5*3.9-(0.3*0.2*0.5+0.4*0.2*0.5)<扣柱>)*2=0.64m3体积=2.2752m3(0.25*0.5*4.7-(0.35*0.25*0.5+0.2*0.25*0.5)<扣柱>)*4=2.0752m3(0.2*0.5*0.6-(0.02*0.5)<扣柱>)*4=0.2m3体积=2.3m3(0.25*0.5*4.725-(0.175*0.25*0.5+0.35*0.25*0.5)<扣柱>*4=2.1m3(0.2*0.5*0.6-(0.1*0.2*0.5)<扣柱>)*4=0.2m3体积=5.01m3(0.2*0.5*4.5-(0.35*0.2*0.5+0.3*0.2*0.5)<扣柱>)*4=1.54m3(0.2*0.5*7.4-((0.15*0.2*0.5)*2+(0.4*0.2*0.5)*2)<扣柱>)*2=1.26m3(0.2*0.9*3.6-(0.1*0.2*0.9+0.25*0.2*0.9)<扣柱>)*2=1.17m3(0.2*0.8*3.6-(0.1*0.2*0.8+0.25*0.2*0.8)<扣柱>)*2=1.04m3体积=0.76m312KL1(1)13KL3(3)14KL4(1A)15KL11(2)16KL12(4)17KL15(4)18KL14(2)19KL16(1)20KL20(1)21KL18(2)22KL21(1)23KL8(1)24KL9(1A)(0.2*0.5*2.2-(0.2*0.2*0.5)<扣柱>-(0.1*0.2*0.5)<扣梁>)*4=0.76m3体积=3.94m3(0.2*0.5*11.275-(0.1*0.2*0.5+0.45*0.2*0.5+0.4*0.2*0.5+0.0949*0.5)<扣柱>)*4=3.94m3体积=1.63m3(0.2*0.5*4.6-(0.4*0.2*0.5)<扣柱>-(0.125*0.2*0.5)<扣梁>)*4=1.63m3体积=1.08m3(0.2*0.5*6.2-((0.2*0.2*0.5)*2+0.4*0.2*0.5)<扣柱>)*2=1.08m3体积=2.66m3(0.2*0.5*15.75-((0.5*0.2*0.5)*3+(0.475*0.2*0.5)*2)<扣柱>)*2=2.66m3体积=2.7m3（0.2*0.5*15.5-((0.25*0.2*0.5)*2+(0.5*0.2*0.5)*3)<扣柱>)*2=2.7m3体积=2.44m3(0.2*0.5*2.8-(0.2*0.2*0.5+0.2*0.2*0.5)<扣柱>)*4=0.96m3(0.2*0.5*4.1-(0.2*0.2*0.5+0.2*0.2*0.5)<扣柱>)*4=1.48m3体积=0.99m3(0.2*0.5*2.9-(0.275*0.2*0.5)<扣柱>-(0.03*0.5)<扣梁>)*4=0.99m3体积=0.96m3(0.2*0.5*3-(0.5*0.2*0.5)<扣柱>-(0.1*0.2*0.5)<扣梁>*4=0.96m3体积=2.26m3(0.2*0.5*6.5-(0.15*0.2*0.5+0.4*0.2*0.5+0.3*0.2*0.5)<扣柱...
