1、3分部分项工程量计算表 4458secret*学院毕业设计说明书分部分项工程量计算表表63工程名称:*8#楼序号 项目名称 单位 工程量 工程量计算式一、建筑面积地下室:(3.60.12)(3.63.40.12)(4.20.24)(3.60.12)(4.20.30.12)4(3.91.30.12)(3.43.60.60.24)(0.61.20.12)(1.30.62)6600.20m2一层:600.20(40.6)20.70.4建筑面积 m2二、土、石方工程4381.8660.5626.96m2二至五层:626.96(3.40.24)1.20.5242525.31m2六层:626.962.70
2、.90.52629.39m2600.20626.962525.31629.394381.86m212平整场地挖基础土方m2m3626.96600.20(40.6)20.70.460.5626.96m21727.22785.12.21727.22m33 土方回填 m3 217.79三、桩与地基基础工程(0.30.85)2.20.5(51.60.612.70.6)20.6133.43.62.54.23(2.40.6)(4.20.6)2.2217.79m345预制钢筋混凝土桩(8,8)预制钢筋混凝土桩(10,10)根根53565356四、砌筑工程6 地下室外墙 m3 54.79(51.612.7)2
3、0.6134.232.53.43.61.24163.3m0.25(163.32.516.92门窗)28.58构造柱14.46圈梁54.79m3第 44 页*学院毕业设计说明书7 3.00.24(3.60.24)23.90.247.00.60.244.20.244.00.24地下室内墙 m3 80.216(4.50.24)37.00.244.20.24185.62m0.24(185.622.536.8门窗)8.44构造柱13.07圈梁0.82过梁80.21m30.24(51.611.5)20.663.4外墙 m38 一至六层323.363.62.54.2316.8353.81窗190.08门1.
4、212.3372.09构造柱61.29圈梁14.56过梁323.36m30.37(2.60.622)4.21.84.09 门厅墙 m34.9534.96构造柱4.95m310 一至六层内墙(240) m3653.33(3.60.60.243.40.244.20.247.00.243.60.243.90.243.60.244.00.24)6(4.20.30.24)3(3.43.60.24)4.20.24208.180.24(208.1816.8470.98)25.48构造柱36.57圈梁10.97过梁653.33m311 一至六层内墙(120)m331.950.12(3.60.60.24)6(2
5、.80.12)631.95m30.24(51.60.2412.70.24)20.6女儿墙12 m3 22.94五、混凝土及钢筋混凝土工程123.43.60.242.54.20.244.220.622.94m351.623.64.04.03.61.21.23.64.04.03.6(3.63.9)82.623.6104.26(4.20.3)9垫层 m313 素混凝土78.512(3.63.4)63.41.220.840.1(3.60.24)(3.60.60.24)(3.90.24)(3.40.24)(3.63.90.24)(3.60.24)(4.20.24)(40.24)(4.20.24)(1.3
6、0.12)(1.23.63.40.24)60.178.51m3(0.240.242.50.018马牙槎2边)2214 地下室GZ1 m3 5.15(0.240.242.50.018马牙槎3边)65.15m31.78 215 地下室GZ3 m3(0.240.272.50.018马牙槎1.78m3边)9第 45 页*学院毕业设计说明书16地下室GZ5m31.51(0.240.362.50.0181.51m3马牙槎2边)617 一至六层GZ1 m3 77.8618 一至六层GZ2 m3 13.3619 一至六层GZ3 m3 16.6620 一至六层GZ4 m3 16.74(0.240.242.80.
7、020马牙槎2边)(336)(0.240.242.80.020马牙槎3边)(276)(0.240.241.80.020马牙槎2边)1577.86m3(0.240.182.80.020马牙槎2边)(126)(0.240.181.80.020马牙槎1边)1513.36m3(0.240.272.80.020马牙槎3边)(9125)16.66m3(0.240.542.80.020马牙槎3边)(66)(0.240.541.80.020马牙槎1边)616.74m321一至六层GZ5m31.81(0.240.362.80.0201.81m3马牙槎3边)622一至六层GZ6m34.96(0.240.374.2
8、0.0204.96m3马牙槎2边)1223 异型柱DGAZ1 m3 13.1724 异型柱DGAZ2 m3 6.810.25(0.30.25)0.250.32.50.018马牙槎2边160.25(0.30.25)0.250.32.50.018马牙槎3边713.17m30.30.25(0.250.350.25)0.250.580.252.50.018马牙槎3边66.81m325 异型柱DGAZ3 m30.800.40.252.50.018马牙槎1边30.80m326 异型柱DGAZ4 m3 4.64(0.30.25)0.250.050.25(0.250.3)0.252.50.018马牙槎3边64
9、.64m327异型柱DGAZ5m32.69(0.30.25)0.250.080.252.50.018马牙槎3边62.69m32829异型柱DGAZ6基础梁CTL1m3m30.471.52(0.30.25)0.250.110.252.50.018马牙槎3边10.47m30.60.55(3.41.22)1.52m330 基础梁CTL m3 113.820.60.55(51.623.64.04.03.61.21.23.64.04.03.6(3.63.9)82.623.6104.26(4.20.3)9(3.63.4)6113.82m3第 46 页*学院毕业设计说明书31 L1:梁底标高-0.350m3
10、1.170.20.33.2461.17m332333435363738394041424344454647L2:梁底标高-0.350LL:梁底标高-0.350YTL1:梁底标高-0.350YTL2:梁底标高-0.450YTL3:梁底标高-0.400L1:梁底标高2.450L2:梁底标高2.400L3:梁底标高2.450L4:梁底标高2.450YTL1:梁底标高2.450YTL2:梁底标高2.350YTL3:梁底标高2.400L1:梁底标高5.250L2:梁底标高5.200L3:梁底标高5.250L4:梁底标高5.250m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m31.570.
11、151.561.311.530.872.091.571.271.561.311.530.872.091.571.270.240.33.6461.57m30.250.32.010.15m3(0.240.351.80.240.31.5)61.56m3(0.240.452.700.240.41.5)31.31m30.20.34.2461.53m30.150.33.2460.87m30.240.354.1462.09m30.240.33.6461.57m30.240.32.9461.27m3(0.240.351.80.240.31.5)61.56m3(0.240.452.700.240.41.5)31
12、.31m30.20.34.2461.53m30.150.33.2460.87m30.240.354.1462.09m30.240.33.6461.57m30.240.32.9461.27m3YTL1:梁底标(0.240.351.80.240.31.5)648高5.250m31.561.56m34950YTL2:梁底标高5.150YTL3:梁底标高5.200m3m31.311.53(0.240.452.700.240.41.5)31.31m30.20.34.2461.53m3第 47 页*学院毕业设计说明书51 L1:梁底标高8.050m30.870.150.33.2460.87m3525354
13、55565758596061626364656667L2:梁底标高8.000L3:梁底标高8.050L4:梁底标高8.050YTL1:梁底标高8.050YTL2:梁底标高7.950YTL3:梁底标高8.000L1:梁底标高10.850L2:梁底标高10.800L3:梁底标高10.850L4:梁底标高10.850YTL1:梁底标高10.850YTL2:梁底标高10.750YTL3:梁底标高10.800L1:梁底标高13.650L2:梁底标高13.600L3:梁底标高13.650m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m32.091.571.271.561.311.530.87
14、2.091.571.271.561.311.530.872.091.570.240.354.1462.09m30.240.33.6461.57m30.240.32.9461.27m3(0.240.351.80.240.31.5)61.56m3(0.240.452.700.240.41.5)31.31m30.20.34.2461.53m30.150.33.2460.87m30.240.354.1462.09m30.240.33.6461.57m30.240.32.9461.27m3(0.240.351.80.240.31.5)61.56m3(0.240.452.700.240.41.5)31.3
15、1m30.20.34.2461.53m30.150.33.2460.87m30.240.354.1462.09m30.240.33.6461.57m3L4:梁底标高68697013.650YTL4:梁底标高13.450YTL5:梁底标高13.600m3m3m31.272.322.410.240.32.9461.27m30.240.50(4.02.2)32.32m3(0.240.352.50.240.402.0)62.41m3第 48 页*学院毕业设计说明书71 YTL6:梁底标高13.650m31.830.240.34.2461.83m37273747576777879808182XL1:梁底
16、标高5.250XL1:梁底标高8.050XL1:梁底标高10.850XL1:梁底标高13.650XL1:梁底标高16.500XL2:梁底标高16.400WL1:梁底标高16.500WL2:梁底标高16.500WL3:梁底标高16.500WL4:梁底标高16.500WL5:梁底标高16.500m3m3m3m3m3m3m3m3m3m3m30.650.650.650.650.651.640.881.791.571.270.610.240.3(0.90.6)60.65m30.240.3(0.90.6)60.65m30.240.3(0.90.6)60.65m30.240.3(0.90.6)60.65m3
17、0.240.3(0.90.6)60.65m30.240.4(3.52.2)31.64m30.150.33.2460.88m30.240.34.1461.79m30.240.33.6461.57m30.240.32.9461.27m30.240.32.8430.61m3AL:梁底标高83 m3 14.460.4000.250.35(51.60.2412.70.24)20.80.681.233.43.60.641.24.232.50.814.46m384AL1:梁底标高18.480m30.170.20.12(2.60.24)30.17m3858687AL2:梁底标高18.480AL3:梁底标高18
18、.480AL4:梁底标高18.48m3m3m30.100.040.340.330.12(0.60.2)60.10m30.30.12(0.60.2)30.04m30.40.12(2.60.24)30.34m388 QL1a:梁底标高-0.230 m313.070.240.3(3.60.240.6)2(3.63.40.60.240.24)2(4.20.24)2(4.20.30.24)(3.64.04.03.60.240.245)(3.63.90.240.36)23(3.63.40.240.24)(4.20.240.24)13.07m3第 49 页89*学院毕业设计说明书0.240.18(3.60.
19、240.24)6(4.2QL1:梁底标高2.570m34.290.24)6(4.20.30.24)3(3.60.24)11(2.60.24)34.29m30.240.35(3.60.24)11(2.490 QL2:梁底标高2.400 m36.250.24)(3.63.40.84.20.240.242)2(3.63.40.240.24)(2.50.30.720.242)(1.20.24)(2.40.24)6.25m391 QL2a:梁底标高2.300m32.220.240.45(3.90.240.24)62.22m39293949596QL2b:梁底标高2.600QL3:梁底标高2.400QL4
20、:梁底标高2.400QL5:梁底标高2.400QL6:梁底标高2.100m3m3m3m3m30.341.710.480.736.220.240.15(1.20.60.24)60.34m30.240.35(4.00.240.182)61.71m30.370.35(1.10.242)60.48m30.240.35(1.20.24)2(3.60.24)20.73m30.240.656.6466.22m3QL1:梁底标97 m3 4.29高5.3700.240.18(3.60.240.24)6(4.20.24)6(4.20.30.24)3(3.60.24)11(2.60.24)34.29m30.240
21、.35(3.60.24)11(2.40.24)(3.63.40.84.20.240.2498 QL2:梁底标高5.200 m39.602)2(3.63.40.240.24)(2.50.30.720.242)(1.20.24)(2.40.24)6.6469.60m399QL2a:梁底标高5.100m32.220.240.45(3.90.240.24)62.22m3100101QL3:梁底标高5.200QL5:梁底标高5.200m3m31.710.730.240.35(4.00.240.182)61.71m30.240.35(1.20.24)2(3.60.24)20.73m3QL1:梁底标102 m3高8.1704.290.240.18(3.60.240.24)6(4.20.24)6(4.20.30.24)3(3.60.24)11(2.60.24)34.29m3第50页103*学院毕业设计说明书0.240.35(3.60.24)11(2.4QL2
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