基础层一、直形墙序号构件名称工程量计算式1Q148.842Q2(((2.3+2.05)+0.15+0.25+0.4)*1.97-(0.25*0.5)*2)*879.163Q477.92((0.25+1.85+1.45+0.35*2+0.25+0.15+0.25)*2.17-0.25*0.5*3)*441.03((1.8+0.25+1.55+0.35+0.25+0.6)*2.17-0.25*0.5*2-0.2*0.5)*440.2637.24小计模板面积324.47二、电梯井壁墙1Q3(2.45+1.9)*3.77*465.602Q5((4.2+4.7-0.2)*3.77-(0.25*0.65))*265.273Qa16.494Qb38.63小计模板面积185.99三、首层梁序号构件名称工程量计算式1KL1(1)9.002KL2(1)20.133KL3(3)49.254KL4(1)19.445KL5(5)16.74102.02工程量（m2）(0.25+(2.5+2.1)+0.15+0.4+0.4)*2.17-(0.25*0.5)*3）*41/H轴+25/8线-250～1/H轴+25/1/7线-100((0.25+0.85+0.75+0.1*2+0.35+0.6+0.25+1.45+0.6)*3.77-0.2*0.5*5)*4H轴-25/4线-250～H轴-25/6线+400C轴+100/4线+25～B轴-150/4线+25B轴-150/4线-25～C轴+100/4线-25((1.7+0.25+0.675+0.25+0.25++0.25+0.775+0.25）*2.17-0.25*0.55-0.2*0.5)*4(1.9+1.9)*2.17*2(4.2+4.7)*2.17*2工程量（m2）((0.5*2+0.25)*1.8(扣减后的长度）*4((0.5*(4.225*2-0.25*2)+0.25*4.225(扣减后的长度))*4((0.5*2+0.25)*(4.55+2.3+3)(扣减后的长度))*4((0.55*2+0.25)*3.6(扣减后的长度))*4((0.55*2+0.25)*3.1）*4((0.65*2+0.25)*（5+3.2+2.3+6.1）<扣减后长度>)-((0.2+0.25)*0.5)<扣梁>）*46KL6(3)(0.55*2+0.25)*3.2*28.6424.497KL8(1A)((0.5*1.05*2+0.25*1.05+0.25*0.25)+((0.5*2+0.25)*4.2-0.25*0.5))*226.008KL9(2)23.509KL10(1)(0.5*2+0.25)*1.6*48.0010KL11(2)((0.5*2+0.25)*2.7*26.7511KL12(4)32.7512KL13(1)18.7213KL14(4)((0.5*2+0.25)*(3.55+3.2+3.55+3.2))*233.7514KL15(2)((0.5*2+0.25)*(2.4+3.7))*430.5015KL16(1)((0.5*2+0.25)*2.5)*412.5016KL17(3)((0.5*2+0.25)*(1.3+4.1+1.3))*216.7517KL18(2)((0.5*2+0.25)*(2.75+2.9)-0.25*0.5)*427.7518KL19(7)((0.5*2+0.25)*((3.9+3.2+1.95)*2+2.4))*251.2519KL20(1)((0.5*2+0.25)*2.4)*412.0022L11(3)((0.5*2+0.25)*(7.2-0.25*2))*216.7523L13(1)((0.5*2+0.25)*2.4)*26.00241.9*2*27.60小计模板面积580.28四、柱序号构件名称工程量计算式1KZ1(450*500)((0.45+0.5)*2*1.82-(0.25*0.5)*3)*412.332KZ2(400*450)10.733KZ3(400*500)((0.4+0.5)*2*1.82-(0.25*0.5)*4)*411.104KZ4(400*450)((0.4+0.45)*2*2.47-(0.25*0.5)*3)*27.65(0.65*2+0.25)*（6.1+1.8）*2(0.5*2+0.25)*（3.7+1）*4（((0.5*2+0.25)*（（3....
