1、 工工程程名名称称：中中冶冶.兴兴港港华华府府二二期期13#13#楼楼 清清单单工工程程量量屋屋面面层层砼砼明明细细一、梁序序号号构构件件名名称称工工程程量量计计算算式式1 1XL1(1)(0.2*0.5*1.5-(0.1*0.2*0.5)*4=0.56m32 2XL2(1)(0.2*0.5*0.6-(0.3*0.2*0.5)*4=0.12m33 3KL22(1)(0.2*0.45*3.2-(0.2*0.2*0.45)*2=0.54m34 4XL2(0A)(0.2*0.5*0.6-(0.1*0.2*0.5)*2=0.1m35 5L10(1A)(0.2*0.5*4.8-(0.1*0.2*0.5)
2、*2+0.2*0.2*0.5)*4=1.76m36 6L11(3)(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)*2=1.008m37 7L12(1)(0.2*0.5*23.6-(0.2*0.2*0.5)*6)*2=4.48m38 8L14(4)(0.2*0.5*13.4-(0.2*0.2*0.5)*3)*2=2.56m39 9L4(1)(0.2*0.4*4.2-(0.1*0.2*0.4)*2)*4=1.28m31010L6(1)(0.2*0.5*3-(0.125*0.2*0.5)*4=1.15m31111
3、L7(1)(0.2*0.5*1.2-(0.1*0.2*0.5)*2)*4=0.4m31212L9(1)(0.2*0.45*2.1-(0.1*0.2*0.45+0.1*0.2*0.45)*4=0.684m31313L3(1)(0.2*0.4*2.9-(0.1*0.2*0.4)*2)*4=0.864m31414L5(3)(0.2*0.5*10.1-(0.2*0.2*0.5)*2+0.125*0.2*0.5)*4=3.83m31515L2(3)(0.2*0.4*8.4-(0.1*0.2*0.4)-(0.2*0.2*0.4)*3+0.1*0.2*0.4)*4=2.432m31616L15(1)(0.2
4、*0.4*2.1-(0.1*0.2*0.4+0.2*0.2*0.4)*2=0.288m31717WKL1(1)(0.2*0.5*2.1-(0.1*0.2*0.5)-(0.1*0.2*0.5)*4=0.76m31818WKL2(1A)(0.25*0.5*4.8-(0.25*0.25*0.5+0.3*0.25*0.5)*4=2.125m31919WKL2(1A)(200*500)(0.2*0.5*0.6-(0.1*0.2*0.5)*4=0.2m32020WKL3(3)(0.2*0.5*11.3-(0.4*0.2*0.5)*2+0.1*0.2*0.5+0.1*0.5)*4=3.96m32121WKL
5、4(1A)(0.2*0.55*3.9-(0.1*0.2*0.55)*4=1.672m3 第第 1 1 页页 共共 1818 页页 工工程程名名称称：中中冶冶.兴兴港港华华府府二二期期13#13#楼楼 清清单单工工程程量量2222WKL4(1A)(200*500)(0.2*0.5*0.6-(0.25*0.2*0.5)*4=0.14m32323WKL5(5B)(200*500)体积=1.68m3A轴-600/7线A轴/7线(0.2*0.5*0.6-(0.1*0.2*0.5)*4=0.2m3L轴/7线L轴+600/7线(0.2*0.5*0.6-(0.1*0.2*0.5)*4=0.2m3A轴/7线B轴
6、/7线(0.2*0.5*3.9-(0.4*0.2*0.5+0.3*0.2*0.5)）*4=1.28m32424WKL5(5B)(200*600)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)）*4=2.976m3F轴/7线L轴/7线(0.2*0.6*9-(0.1*0.2*0.6+0.35*0.2*0.6+0.25*0.2*0.6)）*4=3.864m32525WKL5(5B)(250*650)D轴/7线F轴/7线(0.25*0.65*2.7-(0.3*0.25*0.65+0.1*0.25*0.65)）*4=0.3738m326
7、26WKL7(1)(0.2*0.4*1.2-(0.1*0.2*0.4)）*4=0.352m32727WKL8(1A)(0.25*0.5*4.8-(0.25*0.25*0.5)*2)）*4=2.15m32828WKL8(1A)(200*500)(0.2*0.5*0.6-(0.1*0.2*0.5)）*4=0.2m32929WKL9(1A)(0.2*0.5*4.8-(0.25*0.2*0.5+0.35*0.2*0.5)）*4=1.68m33030WKL10(1)(0.3*0.3*1.2-(0.03*0.3+0.03*0.3)*4=0.36m33131WKL11(2)(0.2*0.5*6.2-(0.2
8、*0.2*0.5)*2+0.35*0.2*0.5)*2=1.09m33232WKL12(4)(0.25*0.5*14.8-(0.4*0.25*0.5)*3)-(0.2*0.25*0.5)*2)*2=3.3m33333WKL13(1)(200*450)(0.2*0.45*4.2-(0.1*0.2*0.45)-(0.1*0.2*0.45)*4=1.44m33434WKL16(1)(0.2*0.5*2.9-(0.3*0.2*0.5)-(0.125*0.2*0.5)*4=0.99m33535WKL17(3)(0.2*0.4*7.55-(0.2*0.2*0.4)*2+0.175*0.2*0.4+0.17
9、5*0.2*0.4)*2=1.088m33636WKL18(2)体积=2.3m3J轴/1线J轴/3线(0.2*0.5*3-(0.125*0.2*0.5+0.1*0.2*0.5)）*4=1.11m3J轴/3线J轴/5线(0.2*0.5*3.5-(0.275*0.2*0.5+0.25*0.2*0.5)*4=1.19m3 第第 2 2 页页 共共 1818 页页 工工程程名名称称：中中冶冶.兴兴港港华华府府二二期期13#13#楼楼 清清单单工工程程量量3737WKL19(7)体积=2.88m3L轴/2线+25L轴/5线(0.2*0.5*4.4755-(0.25*0.2*0.5+0.2755*0.2*
10、0.5)）*2=0.79m3L轴/7线L轴/11线(0.2*0.5*7.4-(0.1*0.2*0.5)*2+(0.35*0.2*0.5)*2)）*2=1.3m3L轴/13线L轴/16线-25(0.2*0.5*4.4755-(0.25*0.2*0.5+0.2755*0.2*0.5)）*2=0.79m33838WKL19(7)(200*800)L轴/5线L轴/7线(0.2*0.8*3.6-(0.1*0.2*(0.5+0.3)+0.25*0.2*(0.3+0.5)*4=2.08m33939WKL20(1)(0.2*0.5*3-(0.5*0.2*0.5)-(0.15*0.2*0.5)*4=0.94m3
11、4040WKL21(1)(0.2*0.45*2-(0.3*0.2*0.45+0.1*0.2*0.45)*4=0.576m34141WKL6(3A)(0.2*0.5*0.6-(0.1*0.2*0.5)*2=0.1m34242WKL6(3A)(200*600)体积=2.748m3A轴/9线B轴/9线(0.2*0.6*3.9-(0.25*0.2*0.6+0.3*0.2*0.6)*4=1.608m3B轴/9线D轴/9线(0.2*0.6*6.6-(0.1*0.2*0.6+0.3*0.2*0.6)*4=2.976m3D轴/9线E轴/9线(0.2*0.6*2.1-(0.1*0.2*0.6)*2)*4=1.1
12、52m34343WKL15(4)(0.2*0.5*15.8-(0.4*0.2*0.5)*3+0.3*0.2*0.5+0.3*0.2*0.5)*2=2.8m34444WKL14(3)(0.2*0.5*8.6-(0.4*0.2*0.5)*2+0.275*0.2*0.5)*4=3.01m3小小计计体体积积=71.747m3=71.747m3二、连梁序序号号构构件件名名称称工工程程量量计计算算式式1 1LL1(0.2*0.6*1.8-(0.24*0.2*0.6)-(0.2*0.2*0.5)*4=0.6688m32 2LL3(0.2*0.5*2.55-(0.2*0.2*0.4)*4=0.956m33 3
13、LL4(0.2*0.6*1.85)*4=0.888m34 4LL7(0.2*0.5*1.85)*4=0.74m35 5LL9(0.2*0.4*1.2)*2=0.192m3小小计计体体积积=3.445m3=3.445m3三、现浇板序序号号构构件件名名称称工工程程量量计计算算式式 第第 3 3 页页 共共 1818 页页 工工程程名名称称：中中冶冶.兴兴港港华华府府二二期期13#13#楼楼 清清单单工工程程量量1 1屋面板体体积积 =57.185m357.185m3L轴+300/3线+200(2.2*0.4*0.12)-(0.2*0.2*0.12)）*4=0.0864m3L轴+300/4线-450
14、(1.9*0.4*0.12)-(0.15*0.15*0.12)）*4=0.354L轴+300/6线+12003.4*0.4*0.12*4=0.6528m3L轴+300/1/7线-300(2.2*0.4*0.12)*4=0.4224L轴+300/9线2.4*0.4*0.12*2=0.2304m3K轴-1050/2线-1000(1.9*1.8*0.12)*4=1.6416m3K轴/3线+200(2.2*4*0.12)=4.224m3J轴+750/4线-450体积=（(1.9*1.3*0.12)-(0.15*0.15*0.12)）*4=1.1748m31/H轴/1线+10001.8*1*0.12*4
15、=0.864m31/H轴/2线+500(1*0.8*0.12）*4=0.384m31/H轴/3线+1750（3.3*1*0.12）-（0.2*0.175*0.12）=1.56721/G轴+750/2线-500(2.8*2.5*0.12)*4=3.36m31/G轴+300/4线-1450(3.4*2.7*0.12)-（0.15*0.15*0.12)*4=4.396m3F轴+150/2线-500(2.8*1.3*0.12）*4=1.747m3F轴-300/4线-1450(2.7*0.4*0.12)-(0.2*0.1*0.12)）*4=0.5088m31/G轴+300/5线+150(3.4*1.3*
16、0.12)*4=2.122m3F轴-300/5线+150（(1.3*0.4*0.12)-(0.2*0.1*0.12)）*4=0.24m31/G轴+300/7线-1350(3.4*2.5*0.12)-(0.15*0.15*0.12)*4=4.069m3F轴-300/7线-1350(2.5*0.4*0.12)-(0.2*0.175*0.12)*4=0.4632m3E轴-1050/5线+1501.9*1.3*0.12*4=1.1856m3E轴-1050/7线-1350(2.5*1.9*0.12)*4=2.28m3D轴-1050/5线+150(1.9*1.3*0.12)-(0.2*0.2*0.12)）
17、*4=1.1664m3D轴-1050/7线-1350(2.5*1.9*0.12)-(0.2*0.1*0.12)）*4=2.2704m3C轴+1450/5线-300(2.7*0.4*0.12）*4=0.5184m3C轴+1450/6线+1200(3.4*2.7*0.12)*4=4.406m3 第第 4 4 页页 共共 1818 页页 工工程程名名称称：中中冶冶.兴兴港港华华府府二二期期13#13#楼楼 清清单单工工程程量量C轴-800/6线+900(4.2*1.6*0.12)*4=2.688m3B轴-1950/6线+1500(3.7*2.8*0.12)-(0.2*0.05*0.12)）*4=4.
18、968m3A轴-300/6线+1500(2.8*0.4*0.12)-(0.15*0.15*0.12)）*4=0.5268m3A轴-300/1/7线+350(3.5*0.4*0.12)*4=0.672m3E轴-750/1/7线+350(2.1*1.9+2.5*1.4)*0.12)*4=3.5952m31/G轴+300/7线+750(3.4*1.3*0.12)*4=2.1216m3J轴-300/9线(1.6*1.3+4.2*0.4+1.6*1.3)*0.12)*2=1.4016m3J轴/1/7线+450(1*0.65*0.12-0.15*0.15*0.12)*4=0.3012m3J轴/9线（2.4
19、*1*0.12）*2=0.576有有梁梁板板：体体积积=132.377m3=132.377m3 第第 5 5 页页 共共 1818 页页 工工程程名名称称：中中冶冶.兴兴港港华华府府二二期期13#13#楼楼 清清单单工工程程量量 第第 6 6 页页 共共 1818 页页58m58m构构架架一、梁序序号号构构件件名名称称工工程程量量计计算算式式1 1KL23(1)-56.5处(0.2*0.5*3.2-(0.2*0.2*0.5)）*2=0.6m32 2雨棚梁-57.6(0.2*0.5*2.1-(0.2*0.2*0.5+0.15*0.2*0.5)）*4=0.7m33 3L9(1)(0.2*0.45*
20、4.5-(0.1*0.2*0.45)*2)）*4=1.548m34 4L11(3)(0.2*0.4*7.4-(0.1*0.2*0.4)*2+(0.25*0.2*0.4)*2)）*2=1.072m35 5L10(1)(0.2*0.4*6-(0.1*0.2*0.4)*2+0.2*0.2*0.4)）*2=1.792m36 6L13(1)(200*500)(0.2*0.5*6.1-(0.1*0.2*(0.5+0.45)）*4=2.364m37 7L14(4)(0.2*0.4*15.8-(0.2*0.2*0.4)*5+(0.1*0.2*0.4)*2)）*2=2.336m38 8L12(1)(0.2*0.
21、45*3-(0.1*0.2*0.45)*2+0.2*0.2*0.45)*4=0.936m39 9L16(1)-56.5处(0.2*0.5*2.1-(0.1*0.2*0.5+0.2*0.2*0.5)*2=0.36m31010WKL10(7)(0.2*0.5*23.6-(0.4*0.2*0.5*2)*2=4.56m31111WKL1(1)(0.2*0.45*6-(0.4*0.2*0.45)*2)*4=1.872m31212WKL9(2A)(0.2*0.5*6-(0.1*0.1*0.5+0.35*0.2*0.5+0.35*0.2*0.5)-(0.1*0.2*0.5)*4=2.06m31313WKL1
22、9(5)(0.2*0.5*14.6-(0.35*0.2*0.5)*4+0.1*0.2*0.5+0.1*0.2*0.5)*2=2.6m31414WKL8(1A)(0.25*0.5*4.8-(0.15*0.25*0.5+0.25*0.25*0.5)*4=2.2m31515WKL8(1A)(200*500)(0.2*0.5*0.6-(0.1*0.2*0.5)-(0.1*0.2*0.5)*4=0.16m31616WKL13(1)(0.2*0.4*3.6-(0.1*0.2*0.4)-(0.1*0.2*0.4)*4=1.088m31717WKL20(1)(0.2*0.5*3.5-(0.4*0.2*0.5)
23、*4=1.24m31818WKL3(3)(0.2*0.4*11.3-(0.5*0.2*0.4+0.1*0.2*0.4)-(0.2*0.2*0.4+0.1*0.2*0.4)*4=3.328m31919WKL14(5)(0.2*0.5*12.8-(0.1*0.2*0.5)*2+(0.2*0.2*0.5)*2+(0.5*0.2*0.5)*2)*2=2.24m32020WKL7(1)0.2*0.4*1.3*4=0.416m32121WKL13(4)(0.2*0.5*15.8-(0.25*0.2*0.5)*2+(0.35*0.2*0.5)*3)*2=2.845m32222WKL6(3A)(0.2*0.5
24、*13.2-(0.35*0.2*0.5)*3)-(0.1*0.2*0.5)*2)*2=2.39m32323WKL16(4)(0.2*0.45*15.8-(0.1*0.2*0.45)*2)-(0.2*0.2*0.45)*5)*2=2.628m32424WKL12(2)(0.25*0.5*7.4-(0.225*0.25*0.5)*2+0.35*0.25*0.5)*2=1.65m32525WKL11(2)(0.2*0.5*7.4-(0.4*0.2*0.5)*2+0.35*0.2*0.5)*2=1.25m32626WKL17(4)(0.2*0.5*13.4-(0.4*0.2*0.5)*2)-(0.2*
25、0.2*0.5)*2)*2=2.44m32727WKL4(1A)(0.2*0.5*6.2-(0.5*0.2*0.5+0.3*0.2*0.5)*4=2.16m32828WKL18(1)(0.2*0.5*0.9-(0.2*0.2*0.5)-(0.1*0.2*0.5)*4=0.24m32929WKL2(1)0.2*0.5*4.65*4=0.465m33030WKL5(5B)(0.2*0.6*0.6-(0.1*0.2*0.6)*4=0.24m3(0.2*0.6*6.6-(0.1*0.2*0.6+0.25*0.2*0.6)*4=3m33131WKL5(5B)(200*500)(0.2*0.5*3.9-(
26、0.4*0.2*0.5+0.25*0.2*0.5)*4=1.3m3(0.2*0.5*11.7-(0.1*0.2*0.5+0.5*0.2*0.5+0.35*0.2*0.5+0.25*0.2*0.5)*4=4.2m3(0.2*0.5*0.6-(0.1*0.2*0.5)-(0.1*0.2*0.5)*4=0.16m3小小计计体体积积=59.842m3=59.842m3二、连梁序序号号构构件件名名称称工工程程量量计计算算式式1 1LL3(0.2*0.5*2.55-(0.2*0.2*0.4)*4=0.956m32 2LL9(0.2*0.4*1.2)*2=0.192m3小小计计体体积积=1.148m3=1.
27、148m3三、现浇板序序号号构构件件名名称称工工程程量量计计算算式式1 1WB体积=38.5968m3L轴-1050/4线-450(3.1*1.9*0.12)-(0.25*0.15*0.12)*4=2.809m3J轴+150/4线-450(2.5*1.9*0.12-（0.25*0.15*0.12)）*4=2.262m3L轴+300/6线+1200(3.4*0.4*0.12）*4=0.6528m3K轴/6线+1200(4*3.4*0.12-0.15*0.15*0.12)*4=6.517m31/H轴/6线+1200(3.4*1*0.12)*4=1.632m3L轴-900/1/7线-300(2.2*
28、1.6*0.12-(0.15*0.15*0.12)）*4=1.679m3J轴+900/1/7线-3002.8*2.15*0.12*4=2.89m3J轴+900/9线(2.8*2.4*0.12)*2=1.613m3L轴-900/9线2.4*1.6*0.12*2=0.9216m3L轴+300/1/7线-3002.2*0.4*0.12*4=0.4224m3L轴+300/9线2.4*0.4*0.12*2=0.2304m3D轴-1050/1/7线+3503.5*1.9*0.12*4=3.192m3C轴+1450/1/7线+3503.5*2.7*0.12*4=4.536m3B轴+780/1/7线+3503
29、.5*1.4*0.12*4=2.352m3A轴+1900/1/7线+350(3.7*3.5*0.12)*4=6.216m3A轴-300/1/7线+350(3.5*0.4*0.12）*4=0.672m32 2JFB2体积=1.9152m34.2*1.9*0.12*2=1.9152m33 3JFB1体积=2.394m34.2*1.9*0.15*2=2.394m3小小计计体体积积=42.906m3=42.906m3有有梁梁板板：体体积积=103.986m3=103.986m31 1WB构构架架、梯梯间间屋屋面面一、梁序序号号构构件件名名称称工工程程量量计计算算式式1 1L16(3)(0.2*0.5*
30、7.2-(0.1*0.2*0.5)*2+(0.2*0.2*0.4)*2)）*2=1.336m32 2WKL26(3)(0.2*0.5*7.2-(0.3*0.2*0.5)*2+(0.2*0.2*0.5)*2)）*2=1.24m33 3WKL28(1)(0.2*0.5*3-(0.1*0.2*0.5)）*4=1.16m34 4WKL30(1)(0.2*0.4*3-(0.15*0.2*0.4+0.25*0.2*0.4)）*4=0.832m35 5WKL25(1)(0.2*0.5*1.5-(0.1*0.2*0.5)）*4=0.56m36 6WKL27(1A)(0.2*0.6*4.8-(0.4*0.2*0
31、.6+0.35*0.2*0.6)*4=7.944m37 7WKL24(4)(200*400)(0.2*0.4*7.4-(0.1*0.2*0.4)*2+(0.2*0.2*0.4)*2)-(0.2*0.2*0.4)）*2=1.056m38 8WKL21(3)(0.2*0.4*1.5-(0.1*0.2*0.4)*2)*4=0.416m39 9WKL21(3)(200*500)(0.2*0.5*4.4-(0.4*0.2*0.5)*2)）*2=0.72m31010WKL22(2)(0.2*0.4*4.4-(0.2*0.2*0.4)）*2=0.672m31111WKL23(3)(0.2*0.4*7.4-(
32、0.2*0.2*0.4)*2)-(0.1*0.2*0.4)*2+0.2*0.2*0.4)）*2=1.056m31212WKL29(1)(0.2*0.45*4.8-(0.1*0.2*0.45)）*2=0.846m3小计体体积积=11.838m3=11.838m3二、连梁序序号号构构件件名名称称图元位置工工程程量量计计算算式式1 1LL4-59.5处(0.2*0.5*2.3-(0.2*0.2*0.4)*2)）*4=0.792m32 2LL9-59.5处(0.2*0.4*1.2-(0.2*0.2*0.4)）*2=0.16m3小计体体积积=0.952m3=0.952m3三、现浇板序序号号构构件件名名称
33、称图元位置工工程程量量计计算算式式1 1WB体体积积 =3.878m33.878m3(2.2*0.4+2*（1.9+0.85+0.85）)*0.12)*2*2=3.878m3有有梁梁板板：体体积积=16.668m3=16.668m3机机房房顶顶板板砼砼明明细细一、梁序序号号构构件件名名称称工工程程量量计计算算式式1 1L12(5B)-62.2处(0.2*0.4*15.8-(0.2*0.2*0.4)*6）*2=2.336m32 2L13(4B)-62.2处体积=4.704m3(0.2*0.4*15.8-(0.2*0.2*0.4)*5)）*2=2.368m3(0.2*0.4*15.8-(0.2*0
34、.2*0.4)*5+(0.1*0.2*0.4)*2)）*2=2.336m33 3L11(7)-62.2处(0.2*0.4*15.8-(0.2*0.2*0.4)*4)）*4=4.8m34 4L17(1)-64.4处(0.2*0.4*1.525-(0.125*0.2*0.4+0.1*0.2*0.4)）*4=0.416m35 5L16（1)-64.4处(0.2*0.4*4.8-(0.1*0.2*0.4)*2)）*2=0.736m36 6L10(1A)-62.2处(0.2*0.4*4.2-(0.1*0.2*0.4)*2+0.2*0.2*0.4)）*2=0.608m37 7L14(2A)-62.2处(0
35、.2*0.4*5.7-(0.2*0.2*0.4)*2+(0.1*0.2*0.4)*2)）*2=0.816m38 8WKL19(3)-64.4处(0.2*0.5*7.2-(0.06*0.5)*2+(0.2*0.2*0.5)*2)）*2=1.24m39 9WKL21(1)-64.4处(0.2*0.5*3-(0.1*0.2*0.5)）*4=1.16m31010WKL22(1)-64.4处(0.2*0.4*2.9-(0.05*0.2*0.4+0.25*0.2*0.4)-(0.2*0.2*0.4)*4=0.768m31111WKL18(3)-64.4处(0.2*0.5*7.2-(0.1*0.2*0.5)
36、*2)*2=1.4m31212WKL18(3)-64.4处(200*400)(0.2*0.4*7.4-(0.3*0.2*0.4)*2)*2=1.088m31313WKL20(1A)-64.4处(0.2*0.6*4.8-(0.4*0.2*0.6+0.5*0.2*0.6)*4=1.872m31414WKL17(1)-64.4处(0.2*0.5*7.4-(0.1*0.2*0.5)*2)*2=1.44m31515WKL11（3)-62.2处（0.2*0.5*7.2-(0.3*0.2*0.5)*2+(0.2*0.2*0.5)*2)）*2=1.24m31616WKL2（1)-62.2处(0.2*0.4*2
37、.9-(0.05*0.2*0.4+0.25*0.2*0.4)）*4=0.832m31717WKL6(3B)-62.2处(0.2*0.4*15.8-(0.2*0.2*0.4)*3+0.5*0.2*0.4)）*4=4.704m31818WKL5(3B)-62.2处(0.2*0.4*14.6-(0.5*0.2*0.4)*3+0.35*0.2*0.4)）*4=4.08m31919WKL4(2A)-62.2处(0.2*0.4*9.8-(0.5*0.2*0.4)*2)-(0.1*0.2*0.4)）*2=1.392m32020WKL8(3B)-62.2处(0.2*0.4*4.2-(0.2*0.2*0.4+0
38、.1*0.2*0.4)）*4=1.248m32121L15(3)-62.2处(0.2*0.4*7.4-(0.1*0.2*0.5)*2)）*2=1.144m32222WKL15(3)-62.2处(0.2*0.5*7.4-(0.3*0.2*0.5)*2)）*2=1.36m32323WKL10(1A)-62.2处(0.2*0.4*4.2-(0.25*0.2*0.4+0.5*0.2*0.4)）*4=1.104m32424WKL16(1)-62.2处(0.2*0.4*4.8-(0.1*0.2*0.4)*2)）*2=0.736m32525WKL7(4B)-62.2处(0.2*0.4*15.8-(0.5*0
39、.2*0.4)*2+(0.2*0.2*0.4)*3)）*4=4.544m32626WKL3（1)-62.2处(0.2*0.4*3-(0.1*0.2*0.4)）*4=0.928m32727WKL1（1)-60.2处(0.2*0.4*2.7-(0.25*0.2*0.4)*2)）*4=0.704m32828WKL3(3)-60.2处(0.2*0.4*11.3-(0.1*0.2*0.4)*2+0.2*0.2*0.4+0.5*0.2*0.4)）*4=3.328m32929WKL2(4)-60.2处(0.2*0.4*12.8-(0.25*0.2*0.4)*2+(0.2*0.2*0.4)*3)）*4=3.7
40、44m33030WKL1a(3)-60.2处E轴/6线+300E轴/7线(0.2*0.4*2.7-(0.1*0.2*0.4)*2)）*4=0.8m33131WKL1a(3)-60.2处(200*500)E轴/7线E轴/11线(0.2*0.5*7.4-(0.1*0.2*0.5)*2)）*2=1.44m3小小计计体体积积=56.712m3=56.712m32.3362.3682.3364.80.4160.7360.6080.8161.241.160.7681.41.0881.8721.441.240.8324.7044.081.3921.2481.1441.361.1040.7364.5440.9
41、280.7043.3283.7440.81.44零零星星项项目目砼砼明明细细名称单位计算式工程量机房层雨蓬板砼m3(1.2*0.9*0.1）*40.43280空调塑料套管个540雨水管个400217层雨蓬板砼m32.4*0.4*43.840出屋面烟道砼m3取用05EJ506中 d=4601.218c=400f=460+360=920e=400+360=760(0.06*0.92*0.76+0.12*0.8*0.1*2+0.12*0.4*0.1*2+(0.5*0.1*0.76+0.06*0.06*0.76)*2)*8女儿墙压顶砼m3(23.6+6*2+5.8*2+(8.1+0.5+1.4)*2)*0.25*0.1*2+(1.2+4.5)*2+13.4+11*2+7.4)*0.25*0.1*26.070管井门槛砼m3（0.8*0.2*0.3*2+0.6*0.2*0.3）*20.264零零星星项项目目砼砼明明细细