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1、一一、场场地地平平整整序 号内 容计 算 公 式面 积备注1平整场地126.34*47.2-（3.7+0.6+4.2）*7.4-（4.45+2.75）*（10+3.5）-（7.4+36.1+7.3）*（11.7+2.8）-（7.88+6.65）*（3.7+0.6+4.2+3.5+10）-（4.55+3.2）*（3.5+10）-（19.6+14.5+4.6）*（11.7+2.8+0.5）4061.764061.76第 1 页，共 212 页二二、方方形形和和异异形形承承台台序号承台 编号桩径(m)承台个数宽(m)长(m)高(m)承台面标高m底版底标高m土壤类别挖土方高度(m)砼体积C30(m3)
2、承台模板(m2)垫层砼C10(m3)垫层模板(m2)承台挖土(m3)回填土(m3)备注1CHT1-4000.4042.001.001.000.804.654.6512.000.8033.60134.406.0520.1648.388.742CHT4-4000.402.002.202.201.004.654.6512.001.009.6817.601.151.9211.520.693CHT4f-4000.4014.002.202.201.004.654.6512.001.0067.76123.208.0613.4480.644.824CHT4a-4000.4017.002.202.201.004
3、.654.6512.001.0082.28149.609.7916.3297.925.855CHT5-4000.4015.002.702.701.004.654.6512.001.00109.35162.0012.6217.40126.154.196CHT5a-4000.4012.002.203.081.104.654.6512.001.1089.44139.399.4513.63103.915.027CHT6a-4000.4013.002.003.201.004.654.6512.001.0083.20135.209.7214.5697.244.328CHT6b-4000.402.002.0
4、03.601.004.654.6512.001.0014.4022.401.672.4016.720.659CHT8-4000.406.002.883.201.204.654.6512.001.2066.3687.556.287.7875.402.7610CHT12-4000.402.003.204.401.404.654.6512.001.4039.4242.563.133.2043.791.24小计595.491013.9067.92110.81701.6738.26异异形形承承台台1CHT6-4000.403.001.0012.001.0021.4829.882.533.1727.783
5、.782CHT7-4000.4040.001.1012.001.10315.00438.2433.6742.24404.0455.373CHT7a-4000.401.001.1012.001.108.5712.650.781.2310.351.014CHT9a-4000.401.001.1012.001.1011.2913.531.271.4615.282.725CHT10-4000.401.001.2012.001.2014.3313.121.301.5116.921.29小计370.66507.4339.5549.61474.3864.16合计966.151521.33107.47160.
6、421176.05102.42第 2 页，共 212 页三三、三三桩桩承承台台序号承台编号每个承台桩数桩径(m)桩心距(m)平面高A(m)高h(m)承台面标高m底板底标高m土壤类别挖土方高度(m)砼体积C30(m3)模板(m2)垫层砼C10(m3)垫层模板(m2)挖土底面积(m2)挖土顶面积(m2)承台挖土(m3)回填土(m3)1CHT3f-40030.401.202.041.00-4.65-4.6512.001.0010.1919.111.242.1192.76023.3034.0822.652CHT3a-40030.401.202.041.05-4.65-4.6512.001.0510.7
7、020.071.242.1192.76023.3035.7823.84小计20.8939.182.484.245.5246.6069.8646.49第 3 页，共 212 页六六、砼砼矩矩形形柱柱序号柱号砼强度柱总数量柱截面尺寸层高m板厚m层数砼体积m31.8内模板(m2)1.8外模板(m2)柱支撑高度超过3.6M,每增加1m内(m2)柱截面积m2砼楼板应扣的体积m3柱宽b柱厚h一一、地地下下室室墙墙柱柱砼砼矩矩形形柱柱25Q4(Q4a)C40191.400.404.500.12147.880.00299.59299.5910.641.2826Q8aC4041.600.304.500.1218
8、.640.0066.5866.581.920.23C4041.300.304.500.1217.020.0056.0656.061.560.1927Q9aC4041.500.304.500.1218.100.0063.0763.071.800.22C4041.200.304.500.1216.480.0052.5652.561.440.1728Q12aC4010.600.204.500.1210.547.010.007.010.120.01C4011.100.304.500.1211.490.0012.2612.260.330.0429Q20C40381.400.454.500.121107.
9、730.00615.83615.8323.942.8730Q21aC4010.900.304.500.1211.220.0010.5110.510.270.03C4011.000.304.500.1211.350.0011.3911.390.300.0431Q22C40181.500.454.500.12154.680.00307.48307.4812.151.4632Q23C4011.600.454.500.1213.240.0017.9617.960.720.09Q24C4011.900.454.500.1213.850.0020.5920.590.860.1033Q25C4041.500
10、.404.500.12110.800.0066.5866.582.400.29Q26C4061.300.404.500.12114.040.0089.3589.353.120.3734Q27C4011.500.404.500.1212.700.0016.6416.640.600.07Q28C4011.750.454.500.1213.540.0019.2719.270.790.09第 4 页，共 212 页35Q29C4011.950.404.500.1213.510.0020.5920.590.780.09C4011.550.404.500.1212.790.0017.0817.080.62
11、0.0736Q30C4012.000.404.500.1213.600.0021.0221.020.800.10C4011.550.404.500.1212.790.0017.0817.080.620.0737Q31C4011.700.404.500.1213.060.0018.4018.400.680.0838Q32C40121.450.254.500.12119.580.00178.70178.704.350.52C40120.900.254.500.12112.150.00120.89120.892.700.3239Q33C4011.700.254.500.1211.910.0017.0
12、817.080.430.05C4010.650.304.500.1210.880.008.328.320.200.0240Q34C4011.800.254.500.1212.030.0017.9617.960.450.05C4011.100.304.500.1211.490.0012.2612.260.330.0441Q39C4010.800.304.500.1211.080.009.649.640.240.03C4011.200.454.500.1212.430.0014.4514.450.540.0642Q40C4020.800.304.500.1212.160.0019.2719.270
13、.480.06C4021.000.404.500.1213.600.0024.5324.530.800.1049GJZ1(GJZ1a)GJZ1b)C40110.500.204.500.1214.9567.450.0067.451.100.13C40110.300.204.500.1212.9748.180.0048.180.660.0850GJZ5C4020.550.204.500.1210.9913.140.0013.140.220.03六六、砼砼矩矩形形柱柱序号柱号砼强度柱总数量柱截面尺寸层高m板厚m层数砼体积m31.8内模板(m2)1.8外模板(m2)柱支撑高度超过3.6M,每增加1m内
14、(m2)柱截面积m2砼楼板应扣的体积m3柱宽b柱厚h第 5 页，共 212 页C4020.300.254.500.1210.689.640.009.640.150.0251GAZ1C4090.400.204.500.1213.2447.300.0047.300.720.0952GAZ3C4040.400.304.500.1212.1624.530.0024.530.480.0653GAZ4C4040.400.354.500.1212.5226.280.0026.280.560.0743KZ1C4020.500.504.500.1212.250.0017.5217.520.500.0644KZ2
15、C4030.500.504.500.1213.380.0026.2826.280.750.0945KZ3C4020.500.504.500.1212.250.0017.5217.520.500.0646KZ4C4010.500.504.500.1211.130.008.768.760.250.0347KZ5C40100.500.504.500.12111.250.0087.6087.602.500.3048KZ6C4010.400.404.500.1210.727.010.007.010.160.02小计矩形柱20.977.01157.68164.694.660.56矩形墙柱363.84243
16、.532243.002486.5380.859.70二二、首首层层墙墙柱柱砼砼矩矩形形柱柱1Q4(Q4a)C40191.400.406.000.12163.840.00402.191206.5810.641.282Q8aC4041.600.306.000.12111.520.0089.38268.131.920.23C4041.300.306.000.1219.360.0075.26225.791.560.193Q9aC4041.500.306.000.12110.800.0084.67254.021.800.22C4041.200.306.000.1218.640.0070.56211.68
17、1.440.1750GJZ5六六、砼砼矩矩形形柱柱序号柱号砼强度柱总数量柱截面尺寸层高m板厚m层数砼体积m31.8内模板(m2)1.8外模板(m2)柱支撑高度超过3.6M,每增加1m内(m2)柱截面积m2砼楼板应扣的体积m3柱宽b柱厚h第 6 页，共 212 页4Q12aC4010.600.206.000.1210.729.410.0028.220.120.01C4011.100.306.000.1211.980.0016.4649.390.330.045Q20C40371.400.456.000.121139.860.00804.972414.9223.312.806Q21(Q21a)C40
18、20.900.306.000.1213.240.0028.2284.670.540.06C4021.000.306.000.1213.600.0030.5891.730.600.077Q22C40181.500.456.000.12172.900.00412.781238.3312.151.46Q23C4011.600.456.000.1214.320.0024.1172.320.720.098Q24C4011.900.456.000.1215.130.0027.6482.910.860.10Q25C4041.500.406.000.12114.400.0089.38268.132.400.2
19、99Q26C4071.300.406.000.12121.840.00139.94419.833.640.44Q27C4011.500.406.000.1213.600.0022.3467.030.600.0710Q29C4011.950.406.000.1214.680.0027.6482.910.780.09C4011.550.406.000.1213.720.0022.9368.800.620.0711Q30C4012.000.406.000.1214.800.0028.2284.670.800.10C4011.550.406.000.1213.720.0022.9368.800.620
20、.0712Q31C4011.700.406.000.1214.080.0024.7074.090.680.0813Q32C40121.450.256.000.12126.100.00239.90719.714.350.52C40120.900.256.000.12116.200.00162.29486.862.700.32六六、砼砼矩矩形形柱柱序号柱号砼强度柱总数量柱截面尺寸层高m板厚m层数砼体积m31.8内模板(m2)1.8外模板(m2)柱支撑高度超过3.6M,每增加1m内(m2)柱截面积m2砼楼板应扣的体积m3柱宽b柱厚h第 7 页，共 212 页14Q33C4011.400.256.00
21、0.1212.100.0019.4058.210.350.04C4010.900.306.000.1211.620.0014.1142.340.270.0315Q34C4011.500.256.000.1212.250.0020.5861.740.380.05C4011.350.306.000.1212.430.0019.4058.210.410.0516Q39C4010.800.306.000.1211.440.0012.9438.810.240.03C4011.200.456.000.1213.240.0019.4058.210.540.0617Q40C4021.000.406.000.1
22、214.800.0032.9398.780.800.10C4020.800.306.000.1212.880.0025.8777.620.480.0620LZ1C4040.500.206.000.1212.4032.930.0098.780.400.0521GAZ1C4070.400.206.000.1213.3649.390.00148.180.560.0722GJZ1(GJZ1a)GJZ1b)C4090.500.206.000.1215.4074.090.00222.260.900.11C4090.300.206.000.1213.2452.920.00158.760.540.0623GJ
23、Z5C4025.500.206.000.12113.200.00134.06402.192.200.26C4020.300.256.000.1210.9012.940.0038.810.150.0224GAZ3C4040.400.306.000.1212.8832.930.0098.780.480.06GAZ4C4040.400.356.000.1213.3635.280.00105.840.560.0718KZ1C4020.500.306.000.1211.8018.820.0056.450.300.0419KZ6C4010.400.406.000.1210.969.410.0028.220
24、.160.02六六、砼砼矩矩形形柱柱序号柱号砼强度柱总数量柱截面尺寸层高m板厚m层数砼体积m31.8内模板(m2)1.8外模板(m2)柱支撑高度超过3.6M,每增加1m内(m2)柱截面积m2砼楼板应扣的体积m3柱宽b柱厚h第 8 页，共 212 页小计矩形柱2.7628.220.0084.670.460.06矩形墙柱494.55299.883145.8010337.0482.439.89三三、二二层层墙墙柱柱砼砼矩矩形形柱柱54Q4C40351.400.403.200.12162.720.00388.080.0019.602.3555Q5C4041.300.303.200.1214.990.0
25、039.420.001.560.1956Q6(Q6a)C4081.400.303.200.12110.750.0083.780.003.360.40Q7C4031.500.303.200.1214.320.0033.260.001.350.1657Q8C4041.600.303.200.1216.140.0046.820.001.920.2358C4041.300.303.200.1214.990.0039.420.001.560.1959Q9C4041.500.303.200.1215.760.0044.350.001.800.2260C4041.200.303.200.1214.610.0
26、036.960.001.440.1761Q12C4011.300.303.200.1211.250.009.860.000.390.0562C4010.300.203.200.1210.193.080.000.000.060.0163Q13C4091.400.353.200.12114.110.0097.020.004.410.5364Q14aC4051.500.353.200.1218.400.0056.980.002.630.3265Q15C4011.750.403.200.1212.240.0013.240.000.700.0866Q16C4060.450.453.200.1213.89
27、33.260.000.001.220.1567C4061.050.353.200.1217.060.0051.740.002.210.26六六、砼砼矩矩形形柱柱序号柱号砼强度柱总数量柱截面尺寸层高m板厚m层数砼体积m31.8内模板(m2)1.8外模板(m2)柱支撑高度超过3.6M,每增加1m内(m2)柱截面积m2砼楼板应扣的体积m3柱宽b柱厚h第 9 页，共 212 页68Q17C4090.450.453.200.1215.8349.900.000.001.820.2269C4091.050.353.200.12110.580.0077.620.003.310.4070Q18C4010.450
28、.453.200.1210.655.540.000.000.200.0271C4011.150.353.200.1211.290.009.240.000.400.0572Q19C4031.300.353.200.1214.370.0030.490.001.370.1673Q20C4041.400.453.200.1218.060.0045.580.002.520.3074Q21C4010.900.303.200.1210.860.007.390.000.270.03C4011.000.303.200.1210.960.008.010.000.300.0475Q36C4010.800.303.2
29、00.1210.770.006.780.000.240.03C4011.000.303.200.1210.960.008.010.000.300.0476Q37C4010.800.303.200.1210.770.006.780.000.240.03C4011.200.353.200.1211.340.009.550.000.420.0577Q38C4010.800.303.200.1210.770.006.780.000.240.03C4011.000.353.200.1211.120.008.320.000.350.0478GAZ1(GAZ1a)C40270.400.203.200.121
30、6.9199.790.000.002.160.2679GAZ3C4060.400.303.200.1212.3025.870.000.000.720.0980GAZ4C4050.400.353.200.1212.2423.100.000.000.700.0881GJZ1(GJZ1a)(GJZ1b)C40110.500.203.200.1213.5247.430.000.001.100.13六六、砼砼矩矩形形柱柱序号柱号砼强度柱总数量柱截面尺寸层高m板厚m层数砼体积m31.8内模板(m2)1.8外模板(m2)柱支撑高度超过3.6M,每增加1m内(m2)柱截面积m2砼楼板应扣的体积m3柱宽b柱厚h
31、第 10 页，共 212 页C40110.300.203.200.1212.1133.880.000.000.660.0882GJZ2(GJZ2a)C40120.500.203.200.1213.8451.740.000.001.200.14C40120.700.203.200.1215.3866.530.000.001.680.2083GJZ5C4020.550.203.200.1210.709.240.000.000.220.03C4020.300.253.200.1210.486.780.000.000.150.0284GJZ6C4020.650.353.200.1211.460.001
32、2.320.000.460.05C4020.350.303.200.1210.678.010.000.000.210.0385GDZ1C4010.450.453.200.1210.655.540.000.000.200.02小计矩形墙柱210.02469.701177.790.0065.637.88四四、三三层层墙墙柱柱砼砼矩矩形形柱柱86Q1C4060.450.453.200.1213.8933.260.000.001.220.15C4061.050.303.200.1216.050.0049.900.001.890.2387Q2C4090.450.453.200.1215.8349.900
33、.000.001.820.22C4091.050.303.200.1219.070.0074.840.002.840.3488Q3C4010.450.453.200.1210.655.540.000.000.200.02C4011.150.303.200.1211.100.008.930.000.350.0489Q4C4041.400.403.200.1217.170.0044.350.002.240.2790Q5C4071.300.303.200.1218.740.0068.990.002.730.3381GJZ1(GJZ1a)(GJZ1b)六六、砼砼矩矩形形柱柱序号柱号砼强度柱总数量柱截面
34、尺寸层高m板厚m层数砼体积m31.8内模板(m2)1.8外模板(m2)柱支撑高度超过3.6M,每增加1m内(m2)柱截面积m2砼楼板应扣的体积m3柱宽b柱厚h第 11 页，共 212 页91Q6(Q6a)C40521.400.303.200.12169.890.00544.540.0021.842.6292Q7C4081.500.303.200.12111.520.0088.700.003.600.4393Q8C4041.600.303.200.1216.140.0046.820.001.920.23C4041.300.303.200.1214.990.0039.420.001.560.199
35、4Q9C4041.500.303.200.1215.760.0044.350.001.800.22C4041.200.303.200.1214.610.0036.960.001.440.1795Q10C4010.900.203.200.1210.580.006.780.000.180.02C4011.100.303.200.1211.060.008.620.000.330.0496Q12C4010.600.203.200.1210.384.930.000.000.120.01C4011.100.303.200.1211.060.008.620.000.330.0497Q35C4010.800.
36、303.200.1210.770.006.780.000.240.03C4011.200.303.200.1211.150.009.240.000.360.0498Q36C4020.800.303.200.1211.540.0013.550.000.480.06C4021.000.303.200.1211.920.0016.020.000.600.0799GAZ1C40270.400.203.200.1216.9199.790.000.002.160.26100GAZ3C40130.400.303.200.1214.9956.060.000.001.560.19101GJZ1(GJZ1aGJZ
37、1b)C40110.500.203.200.1213.5247.430.000.001.100.13C40110.300.203.200.1212.1133.880.000.000.660.08六六、砼砼矩矩形形柱柱序号柱号砼强度柱总数量柱截面尺寸层高m板厚m层数砼体积m31.8内模板(m2)1.8外模板(m2)柱支撑高度超过3.6M,每增加1m内(m2)柱截面积m2砼楼板应扣的体积m3柱宽b柱厚h第 12 页，共 212 页102GJZ2(GJZ2a)C40130.500.203.200.1214.1656.060.000.001.300.16C40130.700.203.200.1215.
38、8272.070.000.001.820.22103GJZ3C4010.600.203.200.1210.384.930.000.000.120.01C4011.100.303.200.1211.060.008.620.000.330.04104GJZ4C4020.600.303.200.1211.1511.090.000.000.360.04C4020.300.303.200.1210.587.390.000.000.180.02105GJZ5C4020.550.203.200.1210.709.240.000.000.220.03C4020.300.253.200.1210.486.780
39、.000.000.150.02106GJZ7C4010.900.303.200.1210.860.007.390.000.270.03C4010.600.203.200.1210.384.930.000.000.120.01107GDZ1C4010.450.453.200.1210.655.540.000.000.200.02小计矩形墙柱187.62508.821133.440.0058.637.041 1五五、四四层层墙墙柱柱砼砼矩矩形形柱柱108Q1C3560.450.453.200.1213.8933.260.000.001.220.15C3561.050.303.200.1216.05
40、0.0049.900.001.890.23109Q2C3590.450.453.200.1215.8349.900.000.001.820.22C3591.050.303.200.1219.070.0074.840.002.840.34110Q3C3510.450.453.200.1210.655.540.000.000.200.02六六、砼砼矩矩形形柱柱序号柱号砼强度柱总数量柱截面尺寸层高m板厚m层数砼体积m31.8内模板(m2)1.8外模板(m2)柱支撑高度超过3.6M,每增加1m内(m2)柱截面积m2砼楼板应扣的体积m3柱宽b柱厚h第 13 页，共 212 页C3511.150.303.
41、200.1211.100.008.930.000.350.04112Q4C3541.400.403.200.1217.170.0044.350.002.240.27113Q5C3571.300.303.200.1218.740.0068.990.002.730.33114Q6C35521.400.303.200.12169.890.00544.540.0021.842.62115Q7C3581.500.303.200.12111.520.0088.700.003.600.43116Q8C3541.300.303.200.1214.990.0039.420.001.560.19C3541.600
42、.303.200.1216.140.0046.820.001.920.23117Q9C3541.200.303.200.1214.610.0036.960.001.440.17C3541.500.303.200.1215.760.0044.350.001.800.22118Q10C3510.900.203.200.1210.580.006.780.000.180.02C3511.100.303.200.1211.060.008.620.000.330.04119Q12C3510.600.203.200.1210.384.930.000.000.120.01C3511.100.303.200.1
43、211.060.008.620.000.330.04120Q35C3510.800.303.200.1210.770.006.780.000.240.03C3511.200.303.200.1211.150.009.240.000.360.04121Q36C3520.800.303.200.1211.540.0013.550.000.480.06C3521.000.303.200.1211.920.0016.020.000.600.07122GAZ1C35270.400.203.200.1216.9199.790.000.002.160.26110Q3六六、砼砼矩矩形形柱柱序号柱号砼强度柱总数
44、量柱截面尺寸层高m板厚m层数砼体积m31.8内模板(m2)1.8外模板(m2)柱支撑高度超过3.6M,每增加1m内(m2)柱截面积m2砼楼板应扣的体积m3柱宽b柱厚h第 14 页，共 212 页123GAZ3C35120.400.303.200.1214.6151.740.000.001.440.17124GAZ4C3510.400.353.200.1210.454.620.000.000.140.02125GJZ1(GJZ1aGJZ1b)C35110.500.203.200.1213.5247.430.000.001.100.13C35110.300.203.200.1212.1133.88
45、0.000.000.660.08126GJZ2(GJZ2a)C35120.500.203.200.1213.8451.740.000.001.200.14C35120.700.203.200.1215.3866.530.000.001.680.20127GJZ4C3510.600.303.200.1210.585.540.000.000.180.02C3510.300.303.200.1210.293.700.000.000.090.01128GJZ5C3520.550.203.200.1210.709.240.000.000.220.03C3520.300.253.200.1210.486.
46、780.000.000.150.02129GJZ7C3510.600.203.200.1210.384.930.000.000.120.01C3510.900.303.200.1210.860.007.390.000.270.03130GDZ1C3510.450.453.200.1210.655.540.000.000.200.02小计矩形墙柱184.62485.101124.820.0057.696.92六六、五五 六六层层墙墙柱柱砼砼矩矩形形柱柱131Q1C3560.450.453.200.1227.7866.530.000.002.430.29C3561.050.303.200.1221
47、2.100.0099.790.003.780.45132Q2C3590.450.453.200.12211.6699.790.000.003.650.44六六、砼砼矩矩形形柱柱序号柱号砼强度柱总数量柱截面尺寸层高m板厚m层数砼体积m31.8内模板(m2)1.8外模板(m2)柱支撑高度超过3.6M,每增加1m内(m2)柱截面积m2砼楼板应扣的体积m3柱宽b柱厚h第 15 页，共 212 页C3591.050.303.200.12218.140.00149.690.005.670.68134Q3C3510.450.453.200.1221.3011.090.000.000.410.05C3511.
48、150.303.200.1222.210.0017.860.000.690.08135Q5C3571.300.303.200.12217.470.00137.980.005.460.66136Q6C35561.400.303.200.122150.530.001172.860.0047.045.64137Q7C3581.500.303.200.12223.040.00177.410.007.200.86138Q8C3541.600.303.200.12212.290.0093.630.003.840.46C3541.300.303.200.1229.980.0078.850.003.120.3
49、7139Q9C3541.500.303.200.12211.520.0088.700.003.600.43C3541.200.303.200.1229.220.0073.920.002.880.35140Q10C3510.900.203.200.1221.150.0013.550.000.360.04C3511.100.303.200.1222.110.0017.250.000.660.08141Q12C3510.600.203.200.1220.779.860.000.000.240.03C3511.100.303.200.1222.110.0017.250.000.660.08142Q35
50、C3510.800.303.200.1221.540.0013.550.000.480.06C3511.200.303.200.1222.300.0018.480.000.720.09143Q36C3520.800.303.200.1223.070.0027.100.000.960.12C3521.000.303.200.1223.840.0032.030.001.200.14132Q2六六、砼砼矩矩形形柱柱序号柱号砼强度柱总数量柱截面尺寸层高m板厚m层数砼体积m31.8内模板(m2)1.8外模板(m2)柱支撑高度超过3.6M,每增加1m内(m2)柱截面积m2砼楼板应扣的体积m3柱宽b柱厚h第