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-4000.4017.002.202.201.0043、.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-4000.402.002.04、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1CHT6-4000.403.001.0012.001.0021.4829.882.533.1727.7835、.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-40030.401.202.041.05-4.65-4.6512.001.0510.77、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)C40191.400.404.500.12147.880.00299.59299.5910.641.2826Q8aC4041.600.304.500.12188、.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、730.00615.83615.8323.942.8730Q21aC4010.900.304.500.1211.220.0010.5110.510.270.03C4011.000.304.500.1211.350.0011.3911.390.300.0431Q22C40181.500.454.500.12154.680.00307.48307.4812.151.4632Q23C4011.600.454.500.1213.240.0017.9617.960.720.09Q24C4011.900.454.500.1213.850.0020.5920.590.860.1033Q25C4041.50010、.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35Q29C4011.950.404.500.1213.510.0020.5920.590.780.09C4011.550.404.500.1212.790.0017.0817.080.6211、0.0736Q30C4012.000.404.500.1213.600.0021.0221.020.800.10C4011.550.404.500.1212.790.0017.0817.080.620.0737Q31C4011.700.404.500.1213.060.0018.4018.400.680.0838Q32C40121.450.254.500.12119.580.00178.70178.704.350.52C40120.900.254.500.12112.150.00120.89120.892.700.3239Q33C4011.700.254.500.1211.910.0017.012、817.080.430.05C4010.650.304.500.1210.880.008.328.320.200.0240Q34C4011.800.254.500.1212.030.0017.9617.960.450.05C4011.100.304.500.1211.490.0012.2612.260.330.0441Q39C4010.800.304.500.1211.080.009.649.640.240.03C4011.200.454.500.1212.430.0014.4514.450.540.0642Q40C4020.800.304.500.1212.160.0019.2719.27013、.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C4020.300.254.500.1210.689.640.009.640.150.0251GAZ1C4090.400.204.500.1213.2447.300.0047.300.720.0952GAZ3C4040.400.304.500.1212.1624.530.0024.530.480.0653GAZ4C4040.400.354.500.1212.5226.280.0026.280.560.0743KZ1C4020.500.504.500.1212.250.0017.5217.520.500.0644KZ215、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363.8424316、.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)C40191.400.406.000.12163.840.00402.191206.5810.641.282Q8aC4041.600.306.000.12111.520.0089.38268.131.920.23C4041.300.306.000.1219.360.0075.26225.791.560.193Q9aC4041.500.306.000.12110.800.0084.67254.021.800.22C4041.200.306.000.1218.640.0070.56211.6817、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)C4018、20.900.306.000.1213.240.0028.2284.670.540.06C4021.000.306.000.1213.600.0030.5891.730.600.077Q22C40181.500.456.000.12172.900.00412.781238.3312.151.46Q23C4011.600.456.000.1214.320.0024.1172.320.720.098Q24C4011.900.456.000.1215.130.0027.6482.910.860.10Q25C4041.500.406.000.12114.400.0089.38268.132.400.219、99Q26C4071.300.406.000.12121.840.00139.94419.833.640.44Q27C4011.500.406.000.1213.600.0022.3467.030.600.0710Q29C4011.950.406.000.1214.680.0027.6482.910.780.09C4011.550.406.000.1213.720.0022.9368.800.620.0711Q30C4012.000.406.000.1214.800.0028.2284.670.800.10C4011.550.406.000.1213.720.0022.9368.800.62020、.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14Q33C4011.400.256.0021、0.1212.100.0019.4058.210.350.04C4010.900.306.000.1211.620.0014.1142.340.270.0315Q34C4011.500.256.000.1212.250.0020.5861.740.380.05C4011.350.306.000.1212.430.0019.4058.210.410.0516Q39C4010.800.306.000.1211.440.0012.9438.810.240.03C4011.200.456.000.1213.240.0019.4058.210.540.0617Q40C4021.000.406.000.122、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)C4090.500.206.000.1215.4074.090.00222.260.900.11C4090.300.206.000.1213.2452.920.00158.760.540.0623GJ23、Z5C4025.500.206.000.12113.200.00134.06402.192.200.26C4020.300.256.000.1210.9012.940.0038.810.150.0224GAZ3C4040.400.306.000.1212.8832.930.0098.780.480.06GAZ4C4040.400.356.000.1213.3635.280.00105.840.560.0718KZ1C4020.500.306.000.1211.8018.820.0056.450.300.0419KZ6C4010.400.406.000.1210.969.410.0028.22024、.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54Q4C40351.400.403.200.12162.720.00388.080.0019.602.3555Q5C4041.300.303.200.1214.990.025、039.420.001.560.1956Q6(Q6a)C4081.400.303.200.12110.750.0083.780.003.360.40Q7C4031.500.303.200.1214.320.0033.260.001.350.1657Q8C4041.600.303.200.1216.140.0046.820.001.920.2358C4041.300.303.200.1214.990.0039.420.001.560.1959Q9C4041.500.303.200.1215.760.0044.350.001.800.2260C4041.200.303.200.1214.610.026、036.960.001.440.1761Q12C4011.300.303.200.1211.250.009.860.000.390.0562C4010.300.203.200.1210.193.080.000.000.060.0163Q13C4091.400.353.200.12114.110.0097.020.004.410.5364Q14aC4051.500.353.200.1218.400.0056.980.002.630.3265Q15C4011.750.403.200.1212.240.0013.240.000.700.0866Q16C4060.450.453.200.1213.8927、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68Q17C4090.450.453.200.1215.8349.900.000.001.820.2269C4091.050.353.200.12110.580.0077.620.003.310.4070Q18C4010.45028、.453.200.1210.655.540.000.000.200.0271C4011.150.353.200.1211.290.009.240.000.400.0572Q19C4031.300.353.200.1214.370.0030.490.001.370.1673Q20C4041.400.453.200.1218.060.0045.580.002.520.3074Q21C4010.900.303.200.1210.860.007.390.000.270.03C4011.000.303.200.1210.960.008.010.000.300.0475Q36C4010.800.303.229、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)C40270.400.203.200.12130、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h31、第 10 页，共 212 页C40110.300.203.200.1212.1133.880.000.000.660.0882GJZ2(GJZ2a)C40120.500.203.200.1213.8451.740.000.001.200.14C40120.700.203.200.1215.3866.530.000.001.680.2083GJZ5C4020.550.203.200.1210.709.240.000.000.220.03C4020.300.253.200.1210.486.780.000.000.150.0284GJZ6C4020.650.353.200.1211.460.00132、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86Q1C4060.450.453.200.1213.8933.260.000.001.220.15C4061.050.303.200.1216.050.0049.900.001.890.2387Q2C4090.450.453.200.1215.8349.90033、.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)C40521.400.303.200.12169.890.00544.540.0021.842.6292Q7C4081.500.303.200.12111.520.0088.700.003.600.4393Q8C4041.600.303.200.1216.140.0046.820.001.920.23C4041.300.303.200.1214.990.0039.420.001.560.19935、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(GJZ1aGJZ37、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、8272.070.000.001.820.22103GJZ3C4010.600.203.200.1210.384.930.000.000.120.01C4011.100.303.200.1211.060.008.620.000.330.04104GJZ4C4020.600.303.200.1211.1511.090.000.000.360.04C4020.300.303.200.1210.587.390.000.000.180.02105GJZ5C4020.550.203.200.1210.709.240.000.000.220.03C4020.300.253.200.1210.486.78039、.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108Q1C3560.450.453.200.1213.8933.260.000.001.220.15C3561.050.303.200.1216.0540、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、200.1211.100.008.930.000.350.04112Q4C3541.400.403.200.1217.170.0044.350.002.240.27113Q5C3571.300.303.200.1218.740.0068.990.002.730.33114Q6C35521.400.303.200.12169.890.00544.540.0021.842.62115Q7C3581.500.303.200.12111.520.0088.700.003.600.43116Q8C3541.300.303.200.1214.990.0039.420.001.560.19C3541.60042、.303.200.1216.140.0046.820.001.920.23117Q9C3541.200.303.200.1214.610.0036.960.001.440.17C3541.500.303.200.1215.760.0044.350.001.800.22118Q10C3510.900.203.200.1210.580.006.780.000.180.02C3511.100.303.200.1211.060.008.620.000.330.04119Q12C3510.600.203.200.1210.384.930.000.000.120.01C3511.100.303.200.143、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)C35110.500.203.200.1213.5247.430.000.001.100.13C35110.300.203.200.1212.1133.8845、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131Q1C3560.450.453.200.1227.7866.530.000.002.430.29C3561.050.303.200.122147、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、150.303.200.1222.210.0017.860.000.690.08135Q5C3571.300.303.200.12217.470.00137.980.005.460.66136Q6C35561.400.303.200.122150.530.001172.860.0047.045.64137Q7C3581.500.303.200.12223.040.00177.410.007.200.86138Q8C3541.600.303.200.12212.290.0093.630.003.840.46C3541.300.303.200.1229.980.0078.850.003.120.349、7139Q9C3541.500.303.200.12211.520.0088.700.003.600.43C3541.200.303.200.1229.220.0073.920.002.880.35140Q10C3510.900.203.200.1221.150.0013.550.000.360.04C3511.100.303.200.1222.110.0017.250.000.660.08141Q12C3510.600.203.200.1220.779.860.000.000.240.03C3511.100.303.200.1222.110.0017.250.000.660.08142Q3550、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51、 16 页，共 212 页144GAZ1C35270.400.203.200.12213.82199.580.000.004.320.52145GAZ3C35130.400.303.200.1229.98112.110.000.003.120.37146GJZ1(GJZ1aGJZ1b)C35110.500.203.200.1227.0494.860.000.002.200.26C35110.300.203.200.1224.2267.760.000.001.320.16147GJZ2(GJZ2a)C35120.500.203.200.1227.68103.490.000.002.400.29C52、35120.700.203.200.12210.75133.060.000.003.360.40148GJZ3C3510.600.203.200.1220.779.860.000.000.240.03C3511.100.303.200.1222.110.0017.250.000.660.08149GJZ4C3520.600.303.200.1222.3022.180.000.000.720.09C3520.300.303.200.1221.1514.780.000.000.360.04150GJZ5C3520.550.203.200.1221.4118.480.000.000.440.05C353、520.300.253.200.1220.9613.550.000.000.300.04151GJZ6C3510.600.203.200.1220.779.860.000.000.240.03C3510.700.303.200.1221.340.0012.320.000.420.05152GDZ1C3510.450.453.200.1221.3011.090.000.000.410.05小计矩形墙柱369.74997.922259.490.00115.5513.87七七、七七 九九层层墙墙柱柱砼砼矩矩形形柱柱153Q1C3060.450.453.200.12311.6699.790.000.054、03.650.44六六、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 17 页，共 212 页C3061.050.303.200.12318.140.00149.690.005.670.68154Q2C3090.450.453.200.12317.50149.690.000.005.470.66C3091.050.303.200.12327.220.00224.530.008.511.02155Q3C3010.450.453.200.155、231.9416.630.000.000.610.07C3011.150.303.200.1233.310.0026.800.001.040.12156Q5C3071.300.303.200.12326.210.00206.980.008.190.98157Q6C30561.400.303.200.123225.790.001759.300.0070.568.47158Q7C3081.500.303.200.12334.560.00266.110.0010.801.30159Q8C3041.600.303.200.12318.430.00140.450.005.760.69C3041.300.56、303.200.12314.980.00118.270.004.680.56160Q9C3041.500.303.200.12317.280.00133.060.005.400.65C3041.200.303.200.12313.820.00110.880.004.320.52161Q10C3010.900.203.200.1231.730.0020.330.000.540.06C3011.100.303.200.1233.170.0025.870.000.990.12162Q12C3010.600.203.200.1231.1514.780.000.000.360.04C3011.100.357、03.200.1233.170.0025.870.000.990.12163Q35C3010.800.303.200.1232.300.0020.330.000.720.09C3011.200.303.200.1233.460.0027.720.001.080.13153Q1六六、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 18 页，共 212 页164Q36C3020.800.303.200.1234.610.0040.660.0058、1.440.17C3021.000.303.200.1235.760.0048.050.001.800.22165GAZ1C30270.400.203.200.12320.74299.380.000.006.480.78166GAZ3C30130.400.303.200.12314.98168.170.000.004.680.56167GJZ1(GJZ1aGJZ1b)C30110.500.203.200.12310.56142.300.000.003.300.40C30110.300.203.200.1236.34101.640.000.001.980.24168GJZ2(GJZ2a)C30159、20.500.203.200.12311.52155.230.000.003.600.43C30120.700.203.200.12316.13199.580.000.005.040.60169GJZ3C3010.600.203.200.1231.1514.780.000.000.360.04C3011.100.303.200.1233.170.0025.870.000.990.12170GJZ4C3020.600.303.200.1233.4633.260.000.001.080.13C3020.300.303.200.1231.7322.180.000.000.540.06171GJZ5C60、3020.550.203.200.1232.1127.720.000.000.660.08C3020.300.253.200.1231.4420.330.000.000.450.05172GJZ6C3010.600.203.200.1231.1514.780.000.000.360.04C3010.700.303.200.1232.020.0018.480.000.630.08173GDZ1C3010.450.453.200.1231.9416.630.000.000.610.07小计矩形墙柱369.74997.922259.490.00115.5513.87六六、砼砼矩矩形形柱柱序号柱号砼强61、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 19 页，共 212 页八八、十十 十十二二层层墙墙柱柱砼砼矩矩形形柱柱174Q1C2520.450.453.200.1233.8933.260.000.001.220.15C2521.050.303.200.1236.050.0049.900.001.890.23175Q2C2570.450.453.200.12313.61116.420.000.004.250.51C2571.050.303.200.12321.162、70.00174.640.006.620.79176Q3C2510.450.453.200.1231.9416.630.000.000.610.07C2511.150.303.200.1233.310.0026.800.001.040.12177Q5C2551.300.303.200.12318.720.00147.840.005.850.70178Q6C25541.400.303.200.123217.730.001696.460.0068.048.16179Q7C2581.500.303.200.12334.560.00266.110.0010.801.30180Q8C2541.600.363、03.200.12318.430.00140.450.005.760.69C2541.300.303.200.12314.980.00118.270.004.680.56181Q9C2541.500.303.200.12317.280.00133.060.005.400.65C2541.200.303.200.12313.820.00110.880.004.320.52182Q10C2510.900.203.200.1231.730.0020.330.000.540.06C2511.100.303.200.1233.170.0025.870.000.990.12183Q12C2510.600.64、203.200.1231.1514.780.000.000.360.04C2511.100.303.200.1233.170.0025.870.000.990.12六六、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 20 页，共 212 页184Q35C2510.800.303.200.1232.300.0020.330.000.720.09C2511.200.303.200.1233.460.0027.720.001.080.131865、5Q36C2520.800.303.200.1234.610.0040.660.001.440.17C2521.000.303.200.1235.760.0048.050.001.800.22186GAZ1C25270.400.203.200.12320.74299.380.000.006.480.78187GAZ3C25130.400.303.200.12314.98168.170.000.004.680.56188GJZ1C25110.500.203.200.12310.56142.300.000.003.300.40C25110.300.203.200.1236.34101.640.0066、0.001.980.24189GJZ2(GJZ2a)C25120.500.203.200.12311.52155.230.000.003.600.43C25120.700.203.200.12316.13199.580.000.005.040.60190GJZ3C2510.600.203.200.1231.1514.780.000.000.360.04C2511.100.303.200.1233.170.0025.870.000.990.12191GJZ4C2520.600.303.200.1233.4633.260.000.001.080.13C2520.300.303.200.1231.767、322.180.000.000.540.06192GJZ5C2520.550.203.200.1232.1127.720.000.000.660.08C2520.300.253.200.1231.4420.330.000.000.450.05小计矩形墙柱504.141365.673099.100.00276.3433.16九九、天天面面墙墙柱柱砼砼矩矩形形柱柱六六、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 21 页，共 212 页168、93Q5C2511.300.303.200.1211.250.009.860.000.390.05194Q8C2541.300.303.200.1214.990.0039.420.001.560.19C2541.600.303.200.1216.140.0046.820.001.920.23195Q9C2541.500.303.200.1215.760.0044.350.001.800.22C2541.200.303.200.1214.610.0036.960.001.440.17196Q12C2511.300.303.200.1211.250.009.860.000.390.05C2510.69、300.203.200.1210.193.080.000.000.060.01197Q41C2520.900.203.200.1211.150.0013.550.000.360.04198QZ1C2510.500.203.200.1210.324.310.000.000.100.01199QZ2C2510.900.303.200.1210.860.007.390.000.270.03200LZ1C2540.600.203.200.1211.5419.710.000.000.480.06201LZ2C2520.500.303.200.1210.969.860.000.000.300.04203L70、Z3C2540.500.203.200.1211.2817.250.000.000.400.05C2540.300.203.200.1210.7712.320.000.000.240.03204GAZ1C25120.400.203.200.1213.0744.350.000.000.960.12205GJZ1C2580.500.203.200.1212.5634.500.000.000.800.10C2580.300.203.200.1211.5424.640.000.000.480.06小计矩形墙柱38.24170.02208.210.0011.951.43六六、砼砼矩矩形形柱柱序号柱号砼强71、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 22 页，共 212 页五五、圆圆形形柱柱序号柱号楼层柱总数量柱直径d层高m板厚m层数砼体积模板(m2)柱支撑高度超过3.6M,每增加1M内(m2)内墙抹灰(m2)踢脚线(m2)柱截面积m2砼楼板应扣的体积m3C35砼体积m3C30砼体积m31Z31120.505.500.121.002.1616.9033.8016.430.850.390.05合计2.160.0016.9033.8016.430.850.390.0572、第 23 页，共 212 页六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2一、地下一层人防顶板梁(一)1U*1/36KL16.000.501.000.25117.348.51140.820.00217.68217.6854.426.752S*1/36KL26.000.501.000.25117.348.51140.820.00217.68217.6854.426.753Q/S*3/5KL2a6.000.300.500.253.250110.240.00273、.602.600.9804Q*5/7KL36.000.501.000.2511.350114.260.0022.7022.705.6805Q*11/12KL46.000.501.000.257.300112.740.0014.6014.603.65061/M*11/12KL4a6.000.300.500.253.000.2110.210.002.242.240.840.07571/P*7/12KL56.000.501.000.2534.1211112.420.0066.2466.2416.560.758Q*16/22KL66.000.501.000.2514.530.5115.260.002874、.0628.067.020.3759Q*28/30KL76.000.501.000.258.600113.230.0017.2017.204.300.37510Q*1/37/39KL86.000.400.750.2517.105112.420.0016.9416.944.840.811P*16/22KL96.000.501.000.2514.530.5115.260.0028.0628.067.020.37512P*30/33KL106.000.501.000.2518.421116.530.0034.8434.848.710.7513P*37/39KL116.000.400.750.254.75、500110.900.006.306.301.80014M*37/39KL11a6.000.400.750.258.402.2111.240.008.688.682.480.4151/P*37/38KL11a6.000.300.600.253.500110.370.003.503.501.050161/K*37/39KL11b6.000.300.600.254.900110.510.004.904.901.47017M*2/13KL126.000.501.600.2540.673.91124.820.00117.66117.6618.394.725第 24 页，共 212 页18M*16/3476、KL136.000.501.600.2550.107.81128.550.00135.36135.3621.156.07519L*13/16KL13a6.000.301.000.2527.550.5116.090.0048.6948.698.120.22520L*2/3KL146.000.501.000.257.200.45112.530.0013.5013.503.380.7521K*37/39KL156.000.501.000.259.900113.710.0019.8019.804.95022J*27/33KL166.000.501.600.2527.523.61116.150.007677、.5476.5411.963.37523J*2/12KL176.000.501.600.2542.223.61126.070.00123.58123.5819.314.72524E*4/13KL186.000.501.000.2536.823.51112.500.0066.6466.6416.661.87525F*37/39KL196.000.501.000.258.402.8112.100.0011.2011.202.800.7526E*25/1/37KL206.000.501.000.2544.9231115.720.0083.8483.8420.962.2527E*1/37/39KL2178、6.000.400.800.253.900110.860.005.855.851.56028C*1/37/39KL226.000.400.800.254.401.5110.640.004.354.351.160.2229H*1/2KL236.000.501.400.257.400.45114.000.0019.4619.463.481.15301/E*1/2KL246.000.500.900.257.400112.410.0013.3213.323.700311/B*1/2KL256.000.500.900.257.400112.410.0013.3213.323.70032H*13/14KL79、266.000.400.650.255.600110.900.006.726.722.24033G*11/14KL276.000.400.650.255.600110.900.006.726.722.24034E*11/14KL286.000.400.600.255.601.5110.570.004.514.511.640.14351/B*11/14KL296.000.400.650.255.600110.900.006.726.722.240六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹80、灰(m2)底模m2梁与支座接触面m2第 25 页，共 212 页36B*11/14KL306.000.400.600.255.601.5110.570.004.514.511.640.14371/S*1/36JZL16.000.400.750.25117.3401123.470.00164.28164.2846.94038Q*7/12JZL26.000.400.750.2520.420114.080.0028.5928.598.170391/P*3/7JZL36.000.400.750.259.950111.990.0013.9313.933.98040Q*29/33JZL4(3)6.000.81、400.750.2518.300113.660.0025.6225.627.32041P*26/29JZL4(2)6.000.400.750.258.600111.720.0012.0412.043.44042N*3/7JZL56.000.400.750.259.850111.970.0013.7913.793.940431/M*6/13JZL66.000.400.750.2525.620.2115.080.0035.5935.5910.170.244L*24/30JZL76.000.400.750.2514.621.2112.680.0018.7918.795.370.6451/J2/12J82、ZL86.000.400.750.2541.430118.290.0058.0058.0016.57046G*2/13JZL96.000.400.750.2541.430118.290.0058.0058.0016.570471/B*4/13JZL106.000.400.800.2530.570116.730.0045.8645.8612.230481/F*26/37JZL116.000.400.800.2536.720118.080.0055.0855.0814.69049C*26/35JZL126.000.400.800.2532.620117.180.0048.9348.9313.05083、502*S/VKL16.000.501.000.2513.503113.940.0021.0021.005.250.75514*S/VKL26.000.501.000.2510.003215.250.0028.0028.007.001.5524*E/JKL36.000.501.000.257.101.5112.100.0011.2011.202.800.375532*A/EKL3a6.000.501.000.255.500112.060.0011.0011.002.750六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(84、m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 26 页，共 212 页544*J/MKL46.000.501.000.258.701.5112.700.0014.4014.403.600.375556*A/JKL56.000.501.000.2516.502115.440.0029.0029.007.250.75566*J/LKL66.000.501.000.257.201.4112.180.0011.6011.602.900.375576*L/QKL76.000.501.000.2510.003112.630.0014.0014.003.500.75588*A/JKL885、6.000.501.000.2516.502115.440.0029.0029.007.250.75598*J/LKL96.000.501.000.257.201.5112.140.0011.4011.402.850.375608*L/VKL106.000.400.750.2523.503.5114.000.0028.0028.008.000.6611/8*A/JKL116.000.501.000.2516.502115.440.0029.0029.007.250.75621/8*J/LKL126.000.501.000.257.201.5112.140.0011.4011.402.850.386、75631/8*L/VKL136.000.501.000.2523.503.5117.500.0040.0040.0010.001.1256410*A/JKL146.000.501.000.2516.502115.440.0029.0029.007.250.756510*J/LKL156.000.501.000.257.201.5112.140.0011.4011.402.850.3756610*L/VKL166.000.501.000.2523.506116.560.0035.0035.008.751.5671/11*J/LKL176.000.501.000.257.201.5112.14087、.0011.4011.402.850.3756812*S/VKL186.000.501.000.2513.503113.940.0021.0021.005.250.756915*1/J/LKL18a6.000.400.700.255.501.5110.720.005.205.201.600.187015*L/NKL18b6.000.400.700.253.700.3110.610.004.424.421.360.187121*1/J/MKL196.000.500.700.255.501.5110.900.005.605.602.000.225六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)88、宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 27 页，共 212 页7221*M/VKL206.000.500.700.2522.004114.050.0025.2025.209.000.97323*1/J/MKL216.000.500.700.255.501.5110.900.005.605.602.000.2257423*M/PKL226.000.500.700.251.100110.250.001.541.540.5507523*P/VKL236.000.501.000.2513.503.2189、13.860.0020.6020.605.151.125761/23*Q/SKL23a6.000.300.500.252.100110.160.001.681.680.630771/28*Q/SKL23b6.000.300.500.252.100110.160.001.681.680.6307826*Q/VKL246.000.501.000.2513.503113.940.0021.0021.005.250.757926*1/J/LKL256.000.500.700.253.801.5110.520.003.223.221.150.2258026*L/NKL266.000.500.700.2590、5.300111.190.007.427.422.6508127*1/J/LKL276.000.500.700.253.800110.860.005.325.321.9008227*L/QKL286.000.500.700.258.503111.240.007.707.702.750.458328*A/JKL296.000.501.000.2516.502115.440.0029.0029.007.250.758428*J/MKL306.000.500.700.257.201.5111.280.007.987.982.850.2258528*S/VKL316.000.501.000.2510.91、003112.630.0014.0014.003.500.758629*M/QKL326.000.501.000.258.503112.060.0011.0011.002.750.758730*J/LKL336.000.500.700.257.201.5111.280.007.987.982.850.2258830*A/JKL346.000.501.000.2516.502115.440.0029.0029.007.250.758930*L/VKL356.000.501.000.2523.503.5117.500.0040.0040.0010.001.125六六、单单梁梁、连连续续梁梁序号轴号92、梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 28 页，共 212 页9032*A/JKL366.000.501.000.2516.502115.440.0029.0029.007.250.759132*J/LKL376.000.500.700.257.201.5111.280.007.987.982.850.2259232*L/VKL386.000.501.000.2523.503.5117.500.0040.0040.0010.000.759333*A/JKL396.000.50193、.000.2516.502115.440.0029.0029.007.250.759433*J/LKL406.000.500.700.257.200.7111.460.009.109.103.250.459533*L/PKL416.000.501.000.255.800.2112.100.0011.2011.202.800.3759633*Q/VKL426.000.501.000.2513.503113.940.0021.0021.005.250.759734*L/PKL436.000.500.700.255.800111.310.008.128.122.900981/35*E/JKL446.94、000.501.000.257.200112.700.0014.4014.403.6009937*E/KKL456.000.501.000.258.200.8112.780.0014.8014.803.700.7510036*C/DKL466.000.300.500.252.500110.190.002.002.000.75010137*L/PKL476.000.500.700.255.801.5110.970.006.026.022.150.22510237*A/CKL486.000.400.750.253.600110.720.005.045.041.44010336*Q/RKL496.095、00.400.700.252.600110.470.003.383.381.0401041/1*S/VJZL16.000.400.750.2512.000112.400.0016.8016.804.8001053*1/Q/VJZL26.000.400.750.2512.000112.400.0016.8016.804.8001061/2*E/JJZL36.000.400.800.258.900111.960.0013.3513.353.5601071/3*J/LJZL46.000.400.750.257.000111.400.009.809.802.800六六、单单梁梁、连连续续梁梁序号轴号梁96、编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 29 页，共 212 页1081/4*A/JJZL56.000.400.800.2516.500113.630.0024.7524.756.6001091/4*J/LJZL66.000.400.750.257.200111.440.0010.0810.082.8801101/4*L/VJZL76.000.400.750.2523.500.2114.660.0032.6232.629.320.21111/6*A/JJZL86.000.400.897、00.2516.501.2113.370.0022.9522.956.120.661121/6*J/LJZL96.000.400.750.257.200111.440.0010.0810.082.8801131/6*L/VJZL106.000.400.750.2523.500114.700.0032.9032.909.4001141/8*A/JJZL116.000.400.800.2516.500113.630.0024.7524.756.6001151/8*J/LJZL126.000.400.750.257.200111.440.0010.0810.082.8801161/8*L/VJZL198、36.000.400.750.2523.500114.700.0032.9032.909.4001171/9*A/JJZL146.000.400.800.2516.500113.630.0024.7524.756.6001181/9*J/LJZL156.000.400.750.257.200111.440.0010.0810.082.8801191/9*L/VJZL166.000.400.750.2523.500114.700.0032.9032.909.4001201/11*J/LJZL176.000.400.750.257.200111.440.0010.0810.082.8801211/99、11*L/VJZL186.000.400.750.2523.500114.700.0032.9032.909.40012214*1/J/NL196.000.400.600.255.000211.400.0011.0011.004.00012313*A/HL206.000.400.600.2513.351111.730.0013.5913.594.940.281241/13*S/VJZL216.000.400.750.2510.800112.160.0015.1215.124.3201251/14*S/VJZL226.000.400.750.2510.800112.160.0015.1215.1100、24.320六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 30 页，共 212 页1261/17*1/J/LJZL236.000.400.750.255.300111.060.007.427.422.1201271/17*L/VJZL246.000.400.750.2523.500114.700.0032.9032.909.4001281/21*1/J/LJZL256.000.400.750.255.300111.060.007.427.422.12101、01291/21*L/VJZL26(5)6.000.400.750.2523.500114.700.0032.9032.909.40013024*Q/VJZL26(3)6.000.400.750.2511.500112.300.0016.1016.104.60013128*M/QJZL276.000.400.750.2511.200112.240.0015.6815.684.48013227*A/GJZL286.000.400.800.2512.200112.680.0018.3018.304.88013329*A/JJZL296.000.400.800.2516.500113.630.002102、4.7524.756.60013429*J/MJZL306.000.400.750.258.700111.740.0012.1812.183.48013529*1/Q/VJZL316.000.400.750.2511.500112.300.0016.1016.104.6001361/31*A/JJZL326.000.400.800.2516.500113.630.0024.7524.756.6001371/31*J/LJZL336.000.400.750.257.200111.440.0010.0810.082.8801381/31*L/VJZL346.000.400.750.2523.500103、114.700.0032.9032.909.4001391/32*A/JJZL356.000.400.800.2516.500113.630.0024.7524.756.6001401/32*J/LJZL366.000.400.750.257.200111.440.0010.0810.082.8801411/32*L/VJZL376.000.400.750.2523.500114.700.0032.9032.909.40014234*Q/VJZL386.000.400.750.2513.500112.700.0018.9018.905.4001431/37*A/KJZL396.000.400.104、750.2518.000113.600.0025.2025.207.200六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 31 页，共 212 页小计:0.00629.980.003692.703692.70939.2372.20二、夹层第一次浇筑梁1441*S/VKL13.150.200.600.1210.002.8110.698.350.008.351.440.1921452*S/VKL23.150.200.600.1210.002.8110.69105、8.350.008.351.440.1921464*S/VKL33.150.200.600.1210.002.8513.4641.760.0041.767.200.9614712*S/VKL3a3.150.200.600.1210.002.8211.3816.700.0016.702.880.384148S*1/37KL43.150.200.600.12117.948.41110.52127.070.00127.0721.911.72814916*1/S/VKL53.150.400.400.124.001.5110.280.002.402.401.000.11215016*S/1/SKL5a3106、.150.200.600.126.101.8110.414.990.004.990.860.19215121*S/VKL63.150.200.600.1210.002.8110.698.350.008.351.440.19215223*S/VKL73.150.200.600.1210.002.8412.7633.410.0033.415.760.76815326*S/VKL83.150.200.600.1210.002.8211.3816.700.0016.702.880.38415436*S/VKL93.150.350.700.1210.005.6110.890.006.646.641.54107、0.40615537*R/VKL103.150.200.600.1210.901.2211.8622.500.0022.503.880.576156T*37/39KL124.150.200.600.128.402.9110.536.380.006.381.100.192157R*37/39KL142.150.200.600.128.402.9110.536.380.006.381.100.1921581*H/MKL153.150.200.600.1210.002.8211.3816.700.0016.702.880.3841592*N/QKL163.150.200.400.128.502.94108、11.2517.020.0017.024.480.448六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 32 页，共 212 页1602*H/MKL173.150.200.600.1210.002.8110.698.350.008.351.440.1921613*P/QKL183.150.200.600.124.200.8110.333.940.003.940.680.0961624*H/QKL193.150.200.600.1220.002.8111109、.6519.950.0019.953.440.1921635*M/QKL203.150.200.600.128.501.7110.657.890.007.891.360.0961646*H/MKL213.150.200.600.1210.002.8110.698.350.008.351.440.1921657*M/QKL223.150.200.600.128.503.4110.495.920.005.921.020.1921668*H/MKL233.150.200.600.1210.002.8110.698.350.008.351.440.1921679*H/MKL243.150.200.60110、0.1210.002.8110.698.350.008.351.440.192168Q*2/3KL253.150.200.400.124.452.9410.354.710.004.711.240.448169Q*3/7KL263.150.200.600.1211.350.9111.0012.120.0012.122.090.096170P*2/5KL273.150.200.600.128.703110.556.610.006.611.140.192171M*1/10KL283.150.200.600.1243.501.8114.0048.370.0048.378.340.192172H*1/1111、0KL293.150.200.600.1243.502.6113.9347.440.0047.448.180.67217311*H/QKL303.150.200.600.1218.506111.2014.500.0014.502.500.38417412*H/QKL313.150.200.600.1220.004.2111.5218.330.0018.333.160.28817512*B/HKL323.150.200.600.1214.501.1111.2915.540.0015.542.680.2881761/23*B/HKL32a3.150.200.600.1214.500.6111.33112、16.120.0016.122.780.19217713*H/MKL333.150.200.600.1212.801.5111.0813.110.0013.112.260.192六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 33 页，共 212 页17812*E/HKL33a3.150.200.600.127.200.5211.2915.540.0015.542.680.38417924*N/QKL343.150.200.500.124.802110113、.212.690.002.690.560.152180KL34a3.150.200.450.124.200.6110.243.100.003.100.720.13218115*E/MKL353.150.200.600.1217.401.9212.9835.960.0035.966.200.57618220*E/JKL35a3.150.200.600.128.700211.6720.180.0020.183.48018318*E/GKL363.150.300.600.126.503.1210.980.008.578.572.040.5761841/25*E/HKL36a3.150.200.600114、.127.800.6110.698.350.008.351.440.096185E*23/25KL36b3.150.200.500.126.300.4110.455.660.005.661.180.07618623*H/MKL373.150.200.600.1210.201.7110.829.860.009.861.700.0961871/23*H/MKL383.150.200.600.1210.201.7110.829.860.009.861.700.09618825*H/MKL393.150.200.600.128.701.5110.698.350.008.351.440.19218927115、*M/QKL403.150.200.700.129.803.3110.758.840.008.841.300.23219028*H/MKL413.150.200.600.1210.002.8110.698.350.008.351.440.19219129*M/QKL423.150.200.600.128.503.3110.506.030.006.031.040.19219230*H/MKL433.150.200.600.128.703.3211.0412.530.0012.532.160.384193Q*11/14KL443.150.200.600.1214.801.8111.2515.080116、.0015.082.600.192194N*13/16KL453.150.200.600.127.201.3211.1313.690.0013.692.360.384195M*11/30KL463.150.200.600.1251.004114.5154.520.0054.529.400.672六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 34 页，共 212 页1961/J*17/20KL473.150.200.400.128.501110.425117、.700.005.701.500.112197J*12/23KL47a4.150.200.600.1231.051.8112.8133.930.0033.935.850.384198H*13/15KL483.150.200.600.127.201.4211.1113.460.0013.462.320.384199H*11/12KL48a3.150.200.600.127.300.6110.647.770.007.771.340.192200H*28/30KL48b3.150.200.600.127.300.6110.647.770.007.771.340.192201G*18/19KL493.118、150.200.500.122.600.3110.172.210.002.210.460.152202E*13/15KL503.150.200.600.127.201.5211.0913.220.0013.222.280.3842031/E*18/19KL513.150.200.400.122.600.2110.131.820.001.820.480.1122041/E*19/20KL51a3.150.200.400.121.300.1210.131.820.001.820.480.112205B*13/15KL523.150.200.600.127.201.5211.0913.220.001119、3.222.280.38420632*H/MKL543.150.200.400.127.201.5110.324.330.004.331.140.11220733*H/MKL554.150.200.600.127.200.5110.647.770.007.771.340.19220835*A/DKL563.150.200.600.125.601.5110.394.760.004.760.820.1922091/33*H/LKL573.150.200.600.128.500110.829.860.009.861.70021036*A/QKL573.150.200.600.1233.701.911120、3.0536.890.0036.896.360.19221137*L/QKL583.150.200.600.128.502.4110.597.080.007.081.220.19221238*M/QKL593.150.200.600.128.502.4110.597.080.007.081.220.19221339*AMKL603.150.200.600.1235.001.6113.2138.740.0038.746.680.48六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模121、m2梁与支座接触面m2第 35 页，共 212 页214Q*37/39KL613.150.200.600.128.401.6110.657.890.007.891.360.192215P*33/37KL623.150.200.600.128.703110.556.610.006.611.140.192216M*31/37KL633.150.200.600.1230.402.1112.7232.830.0032.835.660.192217L*33/36KL643.150.350.600.128.702.1111.110.008.658.652.310.336218K*36/39KL654.15122、0.200.600.127.201.5110.556.610.006.611.140.192219H*31/36KL663.150.200.600.1221.700.9112.0024.130.0024.134.160.288220F*36/39KL673.150.250.600.127.201.5211.3713.790.0013.792.850.48221D*35/36KL683.150.200.600.122.600.2110.232.780.002.780.480.096222A*35/39KL693.150.200.600.1211.301.5110.9411.370.0011.37123、1.960.1922231/B*25KL703.150.200.400.122.100210.243.190.003.190.84022425*1/B/DKL713.150.200.400.123.300110.182.510.002.510.66022525*1/B/DKL723.150.200.400.123.300110.182.510.002.510.660226L*2/10KL1013.150.200.600.1236.103.3216.3076.100.0076.1013.121.152227L*31/33KL1023.150.200.600.1214.501.5111.2515.124、080.0015.082.600.288228L*11/12KL1033.150.200.600.127.300.7110.637.660.007.661.320.192229L*13/15KL1043.150.200.600.127.200.6110.637.660.007.661.320.192230J*11/12KL1053.150.200.600.127.300.7110.637.660.007.661.320.192231L*21/22KL1063.150.200.600.127.200.6110.637.660.007.661.320.192六六、单单梁梁、连连续续梁梁序号轴号梁编125、号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 36 页，共 212 页232L*24/30KL1073.150.200.600.1214.501111.3015.660.0015.662.700.288233V*1/15L13.150.200.600.1259.620115.7269.160.0069.1611.9202341/5*Q/1/QL23.150.200.400.121.200310.202.740.002.740.7202351/5*M/QL33.150.250.600.128126、.500111.0210.290.0010.292.1302361/Q*4/1/5L43.150.200.580.123.600310.9912.100.0012.102.1602371/P*34/36L52.150.200.400.122.750110.152.090.002.090.5502381/M*5/7L63.150.250.600.127.100110.858.590.008.591.7802391/2*P/QL7a2.150.200.500.124.200110.324.030.004.030.84024014*N/QL73.150.200.500.124.800210.739.127、220.009.221.92024126*M/QL83.150.200.640.129.800111.0212.150.0012.151.96024218*J/1/JL94.150.200.400.123.100110.172.360.002.360.6202431/E*23/26L9a2.150.200.500.125.100110.394.900.004.901.0202441/P*24/26L103.150.200.400.123.200210.364.860.004.861.280245P*26/29L113.150.250.600.127.100110.858.590.008.591128、.780246E*18/19L123.150.200.600.122.600110.253.020.003.020.5202471/Q*37/39L143.150.200.600.128.400110.819.740.009.741.6802481/33*H/LL573.150.200.600.128.400110.819.740.009.741.6802491/Q*37/39L613.150.200.600.128.400110.819.740.009.741.680六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m129、2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 37 页，共 212 页2501/K*1/33/36L633.150.200.500.125.100110.394.900.004.901.0202511/37*C/FL643.150.200.550.127.200110.627.630.007.631.440252D*36/1/37L653.150.200.400.123.100110.172.360.002.360.6202531/S*1/2L663.150.200.600.127.400110.718.580.008.581.4802541/1*S/1/SL673.150130、.200.400.123.100110.172.360.002.360.6202551/G*17/20L684.150.200.500.125.200110.404.990.004.991.040小计:0.00129.411524.5026.261550.76278.0424.83三、夹层第二次浇筑梁2561*H/MKL153.150.200.200.1210.002.8110.122.590.002.591.440.0322572*H/MKL173.150.200.200.1210.002.8110.122.590.002.591.440.0322584*H/QKL193.150.200.2131、00.1220.002.8110.286.190.006.193.440.0322596*H/MKL213.150.200.200.1210.002.8110.122.590.002.591.440.0322608*H/MKL233.150.200.200.1210.002.8110.122.590.002.591.440.0322619*H/MKL243.150.200.200.1210.002.8110.122.590.002.591.440.032262M*1/10KL283.150.200.200.1220.300.2110.327.240.007.244.020.016263H*1/132、10KL293.150.200.200.1236.103.3110.5211.810.0011.816.560.09626411*H/QKL303.150.200.200.1210.202.9110.122.630.002.631.460.03226512*H/QKL313.150.200.200.127.201.5110.092.050.002.051.140.032六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 38 页，共 212 页26612*133、B/HKL323.150.200.200.127.200.5110.112.410.002.411.340.03226713*H/MKL333.150.200.200.1210.201.5110.143.130.003.131.740.03226812*E/HKL33a3.150.200.200.127.200.6210.214.750.004.752.640.06426915*E/MKL353.150.200.200.1217.401.9210.5011.160.0011.166.200.09627020*E/JKL35a3.150.200.200.128.700210.286.260.00134、6.263.48027118*E/GKL363.150.300.200.126.503.1210.160.003.133.132.040.09627223*H/MKL373.150.200.200.1210.201.7110.143.060.003.061.700.0162731/23*H/MKL383.150.200.200.1210.201.7110.143.060.003.061.700.01627425*H/MKL393.150.200.200.128.701.5110.122.590.002.591.440.03227528*H/MKL413.150.200.200.1210.002135、.8110.122.590.002.591.440.03227630*H/MKL433.150.200.200.128.703.3210.173.890.003.892.160.064277M*11/30KL463.150.200.200.1224.801.4110.378.420.008.424.680.082781/J*17/20KL473.150.200.200.128.501110.122.700.002.701.500.032279J*12/23KL47a4.150.200.200.1232.801.8110.5011.160.0011.166.200.064280H*13/15KL136、483.150.200.200.127.201.4210.194.180.004.182.320.064281H*11/12KL48a3.150.200.200.127.300.6110.112.410.002.411.340.032282H*28/30KL48b3.150.200.200.127.300.6110.112.410.002.411.340.032283E*13/15KL503.150.200.200.1210.001.6210.276.050.006.053.360.064六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体137、积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 39 页，共 212 页2841/E*19/20KL51a3.150.200.200.121.300.1210.040.860.000.860.480.03228532*H/MKL543.150.200.200.127.201.5110.092.050.002.051.140.03228633*H/MKL554.150.200.200.127.200.5110.112.410.002.411.340.032287M*31/37KL633.150.200.200.1214.500110.235.220.005.138、222.900288H*31/36KL663.150.200.200.1214.501110.224.860.004.862.700.048289L*2/10KL1013.150.200.200.1236.103.3211.0523.620.0023.6213.120.192290L*31/33KL1023.150.200.200.1214.501.5110.214.680.004.682.600.048291L*11/12KL1033.150.200.200.127.300.7110.112.380.002.381.320.032292L*13/15KL1043.150.200.200.12139、7.200.6110.112.380.002.381.320.032293J*11/12KL1053.150.200.200.127.300.7110.112.380.002.381.320.032294L*21/22KL1063.150.200.200.127.200.6110.112.380.002.381.320.032295L*24/30KL1073.150.200.200.1214.501110.224.860.004.862.700.04829618*J/1/JL94.150.200.200.123.100110.051.120.001.120.620297E*18/19L123.140、150.200.200.122.600110.040.940.000.940.520小计:16.35183.243.13186.37103.841.776四、二层梁11*U-SKL1（1A）3.200.200.700.128.403113.780.637.990.004.211.080.23221*V-UKL1(1A)悬壁粱3.200.250.450.121.600110.720.131.460.000.740.400.0825六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m141、2梁与支座接触面m2第 40 页，共 212 页3T*16-21KL1a3.200.350.600.157.880.3111.190.009.489.482.650.1575411*V-SKL2a3.200.200.700.1210.903110.9210.740.0010.741.580.23252*U-SKL2b(1A)3.200.200.700.128.403110.637.340.007.341.080.23263*V-UKL2b(1A)悬臂、3.200.250.700.121.600110.232.260.002.260.400.14576*U-SKL2(1A)3.200.200.7142、00.128.403412.5129.380.0029.384.320.92886*V-UKL2(1A)悬臂 3.000.200.600.121.601410.232.780.002.780.480.38494*U-SKL3(1B)3.200.200.700.1210.003110.819.520.009.521.400.232104*V-UKL3(B)悬臂3.200.200.700.121.601110.070.820.000.820.120.1161115*U-SKL4(1A)3.200.250.900.128.403.5110.968.870.008.871.230.391215*V-U143、KL4(A)悬臂3.200.250.700.121.600110.232.260.002.260.400.14513U*1-15KL53.200.200.600.1261.003.45115.5266.760.0066.7611.511.63214U/S*2-15KL63.200.200.700.1252.273.2115.6966.740.0066.749.811.62415S*1-16KL73.200.200.600.1259.6741133.405.3464.580.0031.1811.131.5361616*T-UKL8a3.200.300.400.124.202.8210.240.0144、02.412.410.840.3361716*S-Ukl8b3.200.200.600.124.200.3110.374.520.004.520.780.0961821*U-SKL8（1A）3.200.200.800.128.402.8110.7613.070.0013.071.120.2721921*V-UKL8（1A）悬臂3.200.250.700.121.600110.232.260.002.260.400.1452022*U-SKL9（1A）3.200.200.800.128.402.8211.5217.470.0017.472.240.544六六、单单梁梁、连连续续梁梁序号轴号梁编号145、层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 41 页，共 212 页2122*V-UKL9（1A）悬臂3.200.250.700.121.600210.464.510.004.510.800.292226*U-SKL10（1A）3.200.200.800.128.402.8110.768.740.008.741.120.2722326*V-UKL10（1A）悬臂3.200.200.700.121.600110.192.180.002.180.320.1162428*U-SKL10a（1A）146、3.200.200.800.128.402.8312.2828.220.0028.223.360.8162528*V-UKL10a（1A）悬臂3.200.200.700.121.600310.566.530.006.530.960.3482636*U-SKL11（1）3.200.300.700.128.404.3110.710.006.486.481.230.3482736*V-UXL23.200.200.700.121.600110.192.370.002.370.320.1162837*V-RKL12（2A）3.200.200.600.1212.200.9111.0813.110.0013147、.112.260.482938*V-RKL13（2A）3.200.200.700.1212.200.9111.3115.370.0015.372.260.583039*V-RKL14（2A）3.200.200.450.1212.200.9115.090.759.720.004.632.260.3331U*16-21KL15（9）3.200.350.600.157.880.35111.190.009.419.412.640.31532U*21-37KL15（9）3.200.200.600.1250.122.5114.5755.240.0055.249.521.15233V*37-38KL16（1148、）3.200.200.600.127.201.4216.961.1113.460.006.502.320.38434T*37-38KL17（1）3.200.200.600.127.201.4110.566.730.006.731.160.19235R/T*23-37KL19（7）3.200.200.700.1241.302.05114.5553.380.0053.387.851.39236R/T*16-37KL20（8）3.200.200.600.1256.383.25115.1061.630.0061.6310.631.344371*L-JKL213.200.201.000.127.201.149、4118.801.0212.060.003.261.160.352381*L-MKL21悬臂3.200.200.450.121.500.1110.091.200.001.200.280.066六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 42 页，共 212 页392*L-JKL22（3）3.200.200.700.127.201.4110.678.580.008.581.160.232402*N-LKL22（3）3.200.200.600.125.150、800.3110.536.380.006.381.100.192412*Q-PKL22（3）3.200.200.400.124.202.6110.091.410.001.410.320.112423*Q-PKL233.200.200.600.124.200.8110.333.940.003.940.680.192434*L-JKL243.200.200.700.127.201.4110.677.890.007.891.160.232444*P-LKL243.200.200.600.125.800.1110.556.610.006.611.140.192454*Q-PKL243.200.200.151、640.124.200110.445.210.005.210.840466*L-JKL253.200.200.700.127.201.4110.677.890.007.891.160.232475*Q-MKL25(1A)3.200.200.640.128.503.4110.536.320.006.321.020.208487*Q-MKL26（1A）3.200.200.600.128.503.2113.180.516.150.002.971.060.192497*M-LKL26（1A）悬臂3.200.200.560.121.500.1110.121.510.001.510.280.088508*152、Q-MKL27（1A）3.200.200.700.127.201.4110.677.890.007.891.160.232518*M-LKL27（1A）悬臂3.200.200.600.121.500.1110.131.620.001.620.280.096529*Q-MKL28（1A）3.200.250.900.127.201.4111.1310.500.0010.501.450.39539*M-LKL28（1A）悬臂3.200.200.600.121.500.1110.131.620.001.620.280.0965410*Q-MKL29（1A）3.200.250.900.127.201.4153、111.1310.500.0010.501.450.395510*L-MKL29（1A）悬臂3.200.200.600.121.500.1110.131.620.001.620.280.09656Q*2-7KL303.200.200.640.1215.804.6117.171.1613.890.006.722.240.624六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 43 页，共 212 页57P*3-4KL313.200.200.600.127.154、203110.404.870.004.870.840.28858M*1-10KL323.200.200.450.1243.621.81118.822.7635.970.0017.158.360.26459L*1-10KL333.200.200.600.1243.572.65113.9347.470.0047.478.181.15260J*1-10KL343.200.200.600.1243.572.65113.9347.470.0047.478.181.15261H*1-10KL353.200.200.600.1243.572.651124.553.9347.470.0022.928.181.155、1526211*Q-JKL36（3）3.200.200.700.1219.204.81110.081.6719.580.009.502.880.6966312*L-JKL37（2A）3.200.200.600.127.201.4110.566.730.006.731.160.1926412*Q-LKL37（2A）3.200.250.700.1210.501.3111.3312.970.0012.972.300.296512*H-BKL38（2）3.200.200.450.1214.500.252112.831.8824.510.0011.695.700.3966613*H-BKL39（4A）3156、.200.200.800.1214.501.1111.8220.900.0020.902.680.5446713*L-HKL39（4A）3.200.200.640.128.700.2110.8810.540.0010.541.700.2086813*Q-MKL39（4A）3.200.200.640.1210.200111.0612.650.0012.652.040.1046914*Q-MKL40（2）3.200.200.450.128.502.2210.8310.840.0010.842.520.2647016*Q-PKL41（1）3.200.200.450.124.202.6210.212.157、750.002.750.640.2647115*J-BKL42（5）3.200.200.600.1216.001.1111.4317.280.0017.282.980.487215*L-JKL42（5）3.200.200.640.127.200.2110.738.680.008.681.400.1047315*N-MKL42（5）3.200.200.450.123.700.3110.222.920.002.920.680.1327421*L-BKL42a(4)3.200.200.600.1223.201.25112.1125.460.0025.464.390.576六六、单单梁梁、连连续续梁梁158、序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 44 页，共 212 页7517*H-GKL433.200.200.500.124.300.1210.648.060.008.061.680.1527622*H-BKL44(4)3.200.200.800.1211.701.1111.4416.540.0016.542.120.5447722*L-HKL44(4)3.200.200.640.128.700.3110.8710.420.0010.421.680.2087822*N-MK159、L44(4)3.200.200.450.123.70.3110.222.920.002.920.680.1327923/24*L-JKL45(1)3.200.200.600.127.20.2110.678.120.008.121.400.0968025*M-JKL46(1)3.200.200.600.128.71.5110.698.350.008.351.440.2888127*Q-MKL47(1A)3.200.200.700.158.53.2110.586.890.006.891.060.228228*L-JKL48(1A)3.200.200.700.127.21.4110.677.890.160、007.891.160.2328328*M-LKL48(1A)悬臂3.200.200.560.121.50.1110.121.510.001.510.280.0888429*Q-MKL49(1A)3.200.200.700.158.53.2110.586.890.006.891.060.228530*L-JKL50（1A）3.200.200.700.127.21.5110.667.750.007.751.140.2328630*M-LKL50（1A）悬臂3.200.200.600.121.50.1110.131.620.001.620.280.09687Q*23-24KL513.200.200161、.450.1242.5210.202.580.002.580.600.26488Q*24-29KL513.200.200.600.1211.81.82112.001.9223.200.0011.204.000.76889N*13-15KL523.200.200.450.127.21.3110.395.070.005.071.180.19890Q*23-27KL533.200.200.450.128.71.3110.496.360.006.361.480.19891M*11-30KL543.200.200.450.1250.94.3113.0840.080.0040.089.320.85892L162、*11-12KL553.200.200.600.127.30.6110.647.770.007.771.340.192六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 45 页，共 212 页93L*13-22KL563.200.200.800.1222.151.4112.8232.370.0032.374.150.81694L*23-30KL57（3）3.200.200.600.1219.61.3111.7621.230.0021.233.660.57163、695K/L*17-20KL58（1B）3.200.200.500.125.20.8110.334.220.004.220.880.15296K/L*16-20KL58（1B）3.200.200.600.122.680.2110.242.880.002.880.500.19297J*11-30KL593.200.200.800.12513.2116.5074.570.0074.579.561.90498H*11-12KL603.200.200.600.127.30.5114.080.657.890.003.811.360.19299J/F*13-15KL613.200.200.600.128.164、73211.0913.220.0013.222.280.384100J/F*23-30KL623.200.200.450.1219.61.6118.101.1915.480.007.383.600.462101G-15-21KL633.200.200.540.128.20.4110.668.110.008.111.560.336102F/D*13-15KL643.200.200.600.128.73211.0913.220.0013.222.280.384103B*13-15KL653.200.200.600.128.73113.420.556.610.003.191.140.19210419165、*E-BKL66a3.200.200.600.127.30.3211.3416.240.0016.242.800.192105G/E*18-19KL663.200.200.400.122.60.2110.131.820.001.820.480.11210631*L-JKL67（1A）3.200.200.700.127.51.5110.708.160.008.161.200.23210731*M-LKL67（1A）悬臂3.200.200.600.121.50.1110.131.620.001.620.280.09610832*L-JKL68（1A）3.200.200.700.127.21.411166、0.677.890.007.891.160.23210932*M-LKL68（1A）悬臂3.200.200.600.121.50.1110.131.620.001.620.280.09611033*L-JKL69（3）3.200.200.700.127.20.4110.799.250.009.251.360.232六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 46 页，共 212 页11133*P-LKL69（3）3.200.200.600.125.167、80.3110.536.380.006.381.100.19211233*Q-PKL69（3）3.200.200.400.124.23110.070.910.000.910.240.11211333/34*Q-PKL70（1）3.200.200.500.124.20.2110.303.840.003.840.800.15211434*Q-PKL71（1）3.200.200.600.124.20.8110.333.940.003.940.680.19211535*D-AKL72（1）3.200.200.500.125.62.1111.750.273.360.001.610.700.1521163168、6*D-AKL73（6A）3.200.200.600.125.60.7110.475.680.005.680.980.28811736*J-DKL73（6A）3.200.200.450.1210.91.2110.648.340.008.341.940.06611836*L-JKL73（6A）3.200.200.700.127.20.4110.799.250.009.251.360.23211936*P-LKL73（6A）3.200.200.600.125.80.1110.556.610.006.611.140.09612036*R/Q-PKL73（6A）3.200.200.640.126.80169、110.718.430.008.431.36012137*M-AKL74（5A）3.200.200.600.1225.21.6112.2727.380.0027.384.720.76812237*Q-MKL74（5A）3.200.200.640.128.53110.576.820.006.821.100.20812337*R/Q-QKL74（5A）悬臂3.200.200.450.121.30.1110.081.030.001.030.240.06612438*M-AKL75（5A）3.200.200.600.1225.21.6112.2727.380.0027.384.720.76812538170、*Q-MKL75（5A）3.200.200.640.128.53110.576.820.006.821.100.20812638*R/Q-QKL75（5A）悬臂3.200.200.450.121.30.1110.081.030.001.030.240.06612739*R/Q-AKL76（7A）3.200.200.450.12351.81114.942.1928.550.0013.616.640.594128Q*33-34KL77（3A）3.200.200.400.124.452.9110.091.180.001.180.310.112六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高171、m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 47 页，共 212 页129Q*34-36KL77（3A）3.200.200.640.122.750.1110.283.290.003.290.530.104130Q*36-37KL77（3A）3.200.200.600.121.50110.141.740.001.740.300131Q*37-38KL77（3A）3.200.200.700.127.21.6110.657.620.007.621.120.232132Q*38-39KL77（3A）3.200.2172、00.450.121.20.1110.070.950.000.950.220.066133P*33-34KL78（2）3.200.200.450.124.452.9110.101.330.001.330.310.132134P*34-37KL78（2）3.200.200.640.124.250.1110.435.150.005.150.830.104135M*31-33KL79（3）3.200.200.450.1214.50110.9612.470.0012.472.900136M*33-37KL79（3）3.200.200.600.128.70.1110.839.980.009.981.72173、0.096137M*37-38KL79（3）3.200.200.700.127.20.9110.738.570.008.571.260.348138L*31-36KL80（3）3.200.200.600.1221.73.55111.7421.050.0021.053.630.576139J*31-34KL813.200.200.700.1221.71.5112.3427.470.0027.474.040.696140J/F*31-36KL823.200.200.450.1221.71.4119.141.3417.460.008.324.060.396141K*37-38KL833.200.20174、0.700.127.21.6110.657.620.007.621.120.232142F*37-38KL843.200.200.700.127.21.6110.657.620.007.621.120.232143C*37-38KL853.200.200.700.127.21.6110.657.620.007.621.120.232144A*37-38KL863.200.200.600.127.21.6110.546.500.006.501.120.192145D*36-37KL873.200.200.500.124.10.4111.850.283.550.001.700.740.076146175、L13.200.200.600.127.9031123.51284.080.00284.0848.980六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 48 页，共 212 页1471*U-SL1a3.200.200.600.128.20211.5719.020.0019.023.280148L1b3.200.200.400.1210311.200.172.280.001.080.600149L23.20110.000.000.000.000.0001176、50V*1-15L33.200.200.700.1259.620.61141.316.8580.270.0038.9511.801.044151V*16-37L3a3.200.200.700.1257.880.21140.386.6978.440.0038.0711.540.232152T/R*37-38L4a3.200.200.600.127.20.4110.657.890.007.891.360.192153R/Q-36-39L4b3.200.200.450.12140.6211.7723.050.0023.055.360.264154S/Q-5/6L53.200.200.500.123.177、60.3310.759.500.009.501.980.456155L83.200.200.600.128.50.3110.799.510.009.511.640.192156Q/P-34-36L93.200.200.600.122.750.3110.242.840.002.840.490.192157L103.200.200.600.127.10.6110.627.540.007.541.300.384158P/M-37-39L10a3.200.200.640.128.40.4110.839.920.009.921.600.416159R/Q*26-28L113.200.200.500.12178、3.60.4111.600.243.070.001.470.640.15216026*N-ML143.200.200.450.123.70.2110.233.010.003.010.700.13216126*Q-NL143.200.200.640.126.50.6110.617.320.007.321.180.416162Q/P*24-26L163.200.200.600.123.20.2110.293.480.003.480.600.192163P*11-12L173.200.300.600.127.30.4211.990.0017.3917.394.140.57616414*N-QL183179、.200.200.450.124.80.3210.597.740.007.741.800.264六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 49 页，共 212 页165A/C*35-36L203.200.200.400.122.60.5110.121.600.001.600.420.1121669-SL213.200.200.400.1210.4210.480.070.910.000.430.240.22416736*V-UXL23.200.20180、0.700.121.50.1110.161.900.001.900.280.1161689-SXL33.200.200.400.120.40410.640.091.220.000.580.320第二层梁小计:276.26202.792371.8045.162140.70411.4955.718五、三、五、六、八、九层梁11*U-SKL1（1A）3.200.200.700.128.4031518.903.1339.960.0021.065.401.1621*V-UKL1(1A)悬壁粱3.200.250.450.121.600153.600.667.280.003.682.000.4125311*181、V-SKL2a3.200.200.700.1210.903154.5853.720.0053.727.901.1642*U-SKL2b(1A)3.200.200.700.128.403153.1336.720.0036.725.401.1653*V-UKL2b(1A)悬臂、3.200.250.700.121.600151.1611.280.0011.282.000.72566*U-SKL2(1A)3.200.200.700.128.4034512.53146.880.00146.8821.604.6476*V-UKL2(1A)悬臂 3.000.200.600.121.601451.1513.9182、20.0013.922.401.9284*U-SKL3(1B)3.200.200.700.1210.003154.0647.600.0047.607.001.1694*V-UKL3(B)悬臂3.200.200.700.121.601150.354.080.004.080.600.581015*U-SKL4(1A)3.200.250.900.128.403.5154.7844.350.0044.356.131.951115*V-UKL4(A)悬臂3.200.250.700.121.600151.1611.280.0011.282.000.72512U*1-15KL53.200.200.600.1183、261.003.451527.62333.790.00333.7957.558.16六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 50 页，共 212 页13U/S*2-15KL63.200.200.700.1252.273.21528.46333.680.00333.6849.078.1214S*1-16KL73.200.200.600.1259.67415167.0126.72322.890.00155.8855.677.681516*T-UKL184、8a3.200.300.400.124.202.8251.180.0012.0412.044.201.681616*S-Ukl8b3.200.200.600.124.200.3151.8722.620.0022.623.900.481721*U-SKL8（1A）3.200.200.800.128.402.8153.8165.340.0065.345.601.361821*V-UKL8（1A）悬臂3.200.250.700.121.600151.1611.280.0011.282.000.7251922*U-SKL9（1A）3.200.200.800.128.402.8257.6287.360.185、0087.3611.202.722022*V-UKL9（1A）悬臂3.200.250.700.121.600252.3222.560.0022.564.001.452126*U-SKL10（1A）3.200.200.800.128.402.8153.8143.680.0043.685.601.362226*V-UKL10（1A）悬臂3.200.200.700.121.600150.9310.880.0010.881.600.582328*U-SKL10a（1A）3.200.200.800.128.402.83511.42141.120.00141.1216.804.082428*V-UKL10186、a（1A）悬臂3.200.200.700.121.600352.7832.640.0032.644.801.742536*U-SKL11（1）3.200.300.700.128.404.3153.570.0032.3932.396.151.742636*V-UXL23.200.200.700.121.600150.9311.840.0011.841.600.582737*V-RKL12（2A）3.200.200.600.1212.200.9155.4265.540.0065.5411.302.42838*V-RKL13（2A）3.200.200.700.1212.200.9156.5576.8187、40.0076.8411.302.92939*V-RKL14（2A）3.200.200.450.1212.200.91525.433.7348.590.0023.1711.301.6530U*16-21KL15（9）3.200.350.600.157.880.35155.930.0047.0647.0613.181.575六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 51 页，共 212 页31U*21-37KL15（9）3.200.200.600.188、1250.122.51522.86276.200.00276.2047.625.7632V*37-38KL16（1）3.200.200.600.127.201.42534.805.5767.280.0032.4811.601.9233T*37-38KL17（1）3.200.200.600.127.201.4152.7833.640.0033.645.800.9634R/T*23-37KL19（7）3.200.200.700.1241.302.051522.77266.900.00266.9039.256.9635R/T*16-37KL20（8）3.200.200.600.1248.503.25189、1521.72262.450.00262.4545.256.72361*L-JKL213.200.201.000.127.201.41512.805.1060.320.0047.525.801.76371*L-MKL21悬臂3.200.200.450.121.500.1150.466.020.006.021.400.33382*L-JKL22（3）3.200.200.700.127.201.4153.3642.920.0042.925.801.16392*N-LKL22（3）3.200.200.600.125.800.3152.6431.900.0031.905.500.96402*Q-PKL190、22（3）3.200.200.400.124.202.6150.457.040.007.041.600.56413*Q-PKL233.200.200.600.124.200.8151.6319.720.0019.723.400.96424*L-JKL243.200.200.700.127.201.4153.3639.440.0039.445.801.16434*P-LKL243.200.200.600.125.800.1152.7433.060.0033.065.700.96444*Q-PKL243.200.200.640.124.200152.1826.040.0026.044.200456191、*L-JKL253.200.200.700.127.201.4153.3639.440.0039.445.801.16465*Q-MKL25(1A)3.200.200.640.128.503.4152.6531.620.0031.625.101.04477*Q-MKL26（1A）3.200.200.600.128.503.21515.902.5430.740.0014.845.300.96487*M-LKL26（1A）悬臂3.200.200.560.121.500.1150.627.560.007.561.400.44六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座192、m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 52 页，共 212 页498*Q-MKL27（1A）3.200.200.700.127.201.4153.3639.440.0039.445.801.16508*M-LKL27（1A）悬臂3.200.200.600.121.500.1150.678.120.008.121.400.48519*Q-MKL28（1A）3.200.250.900.127.201.4155.6652.490.0052.497.251.95529*M-LKL28（1A）悬臂3.200.200.600.1193、21.500.1150.678.120.008.121.400.485310*Q-MKL29（1A）3.200.250.900.127.201.4155.6652.490.0052.497.251.955410*L-MKL29（1A）悬臂3.200.200.600.121.500.1150.678.120.008.121.400.4855Q*2-7KL303.200.200.640.1215.804.61535.845.8269.440.0033.6011.203.1256P*3-4KL313.200.200.600.127.203152.0224.360.0024.364.201.4457M194、*1-10KL323.200.200.450.1243.621.81594.1013.80179.830.0085.7341.821.3258L*1-10KL333.200.200.600.1243.572.651519.64237.340.00237.3440.925.7659J*1-10KL343.200.200.600.1243.572.651519.64237.340.00237.3440.925.7660H*1-10KL353.200.200.600.1243.572.6515122.7619.64237.340.00114.5840.925.766111*Q-JKL36（3）3.2195、00.200.700.1219.204.81550.408.3597.920.0047.5214.403.486212*L-JKL37（2A）3.200.200.600.127.201.4152.7833.640.0033.645.800.966312*Q-LKL37（2A）3.200.250.700.1210.501.3156.6764.860.0064.8611.501.456412*H-BKL38（2）3.200.200.450.1214.500.252564.139.41122.550.0058.4328.501.986513*H-BKL39（4A）3.200.200.800.1214196、.501.1159.11104.520.00104.5213.402.726613*L-HKL39（4A）3.200.200.640.128.700.2154.4252.700.0052.708.501.04六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 53 页，共 212 页6713*Q-MKL39（4A）3.200.200.640.1210.200155.3063.240.0063.2410.200.526814*Q-MKL40（2）3.200.197、200.450.128.502.2254.1654.180.0054.1812.601.326916*Q-PKL41（1）3.200.200.450.124.202.6251.0613.760.0013.763.201.327015*J-BKL42（5）3.200.200.600.1216.001.1157.1586.420.0086.4214.902.47115*L-JKL42（5）3.200.200.640.127.200.2153.6443.400.0043.407.000.527215*N-MKL42（5）3.200.200.450.123.700.3151.1214.620.0014198、.623.400.667321*L-BKL42a(4)3.200.200.600.1223.201.251510.54127.310.00127.3121.952.887417*H-GKL433.200.200.500.124.300.1253.1940.320.0040.328.400.767522*H-BKL44(4)3.200.200.800.1211.701.1157.2182.680.0082.6810.602.727622*L-HKL44(4)3.200.200.640.128.700.3154.3752.080.0052.088.401.047722*N-MKL44(4)3.20199、0.200.450.123.70.3151.1214.620.0014.623.400.667823/24*L-JKL45(1)3.200.200.600.127.20.2153.3640.600.0040.607.000.487925*M-JKL46(1)3.200.200.600.128.71.5153.4641.760.0041.767.201.448027*Q-MKL47(1A)3.200.200.700.158.53.2152.9234.450.0034.455.301.18128*L-JKL48(1A)3.200.200.700.127.21.4153.3639.440.0039.200、445.801.168228*M-LKL48(1A)悬臂3.200.200.560.121.50.1150.627.560.007.561.400.448329*Q-MKL49(1A)3.200.200.700.158.53.2152.9234.450.0034.455.301.18430*L-JKL50（1A）3.200.200.700.127.21.5153.3138.760.0038.765.701.16六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m201、2第 54 页，共 212 页8530*M-LKL50（1A）悬臂3.200.200.600.121.50.1150.678.120.008.121.400.4886Q*23-24KL513.200.200.450.1242.5250.9912.900.0012.903.001.3287Q*24-29KL513.200.200.600.1211.81.82560.009.60116.000.0056.0020.003.8488N*13-15KL523.200.200.450.127.21.3151.9525.370.0025.375.900.9989Q*23-27KL533.200.200.4202、50.128.71.3152.4431.820.0031.827.400.9990M*11-30KL543.200.200.450.1250.94.31515.38200.380.00200.3846.604.2991L*11-12KL553.200.200.600.127.30.6153.2238.860.0038.866.700.9692L*13-22KL563.200.200.800.1222.151.41514.11161.850.00161.8520.754.0893L*23-30KL57（3）3.200.200.600.1219.61.3158.78106.140.00106.14203、18.302.8894K/L*17-20KL58（1B）3.200.200.500.125.20.8151.6721.120.0021.124.400.7695K/L*16-20KL58（1B）3.200.200.600.122.680.2151.1914.380.0014.382.480.9696J*11-30KL593.200.200.800.12513.21532.50372.840.00372.8447.809.5297H*11-12KL603.200.200.600.127.30.51520.403.2639.440.0019.046.800.9698J/F*13-15KL613.2204、00.200.600.128.73255.4766.120.0066.1211.401.9299J/F*23-30KL623.200.200.450.1219.61.61540.505.9477.400.0036.9018.002.31100G-15-21KL633.200.200.540.128.20.4153.2840.560.0040.567.801.68101F/D*13-15KL643.200.200.600.128.73255.4766.120.0066.1211.401.92102B*13-15KL653.200.200.600.128.731517.102.7433.060.0205、015.965.700.96六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 55 页，共 212 页10319*E-BKL66a3.200.200.600.127.30.3256.7281.200.0081.2014.000.96104G/E*18-19KL663.200.200.400.122.60.2150.679.120.009.122.400.5610531*L-JKL67（1A）3.200.200.700.127.51.5153.4840.8206、00.0040.806.001.1610631*M-LKL67（1A）悬臂3.200.200.600.121.50.1150.678.120.008.121.400.4810732*L-JKL68（1A）3.200.200.700.127.21.4153.3639.440.0039.445.801.1610832*M-LKL68（1A）悬臂3.200.200.600.121.50.1150.678.120.008.121.400.4810933*L-JKL69（3）3.200.200.700.127.20.4153.9446.240.0046.246.801.1611033*P-LKL69（3207、）3.200.200.600.125.80.3152.6431.900.0031.905.500.9611133*Q-PKL69（3）3.200.200.400.124.23150.344.560.004.561.200.5611233/34*Q-PKL70（1）3.200.200.500.124.20.2151.5219.200.0019.204.000.7611334*Q-PKL71（1）3.200.200.600.124.20.8151.6319.720.0019.723.400.9611435*D-AKL72（1）3.200.200.500.125.62.1158.751.3316.8208、00.008.053.500.7611536*D-AKL73（6A）3.200.200.600.125.60.7152.3528.420.0028.424.901.4411636*J-DKL73（6A）3.200.200.450.1210.91.2153.2041.710.0041.719.700.3311736*L-JKL73（6A）3.200.200.700.127.20.4153.9446.240.0046.246.801.1611836*P-LKL73（6A）3.200.200.600.125.80.1152.7433.060.0033.065.700.4811936*R/Q-PKL7209、3（6A）3.200.200.640.126.80153.5442.160.0042.166.80012037*M-AKL74（5A）3.200.200.600.1225.21.61511.33136.880.00136.8823.603.84六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 56 页，共 212 页12137*Q-MKL74（5A）3.200.200.640.128.53152.8634.100.0034.105.501.0412237210、*R/Q-QKL74（5A）悬臂3.200.200.450.121.30.1150.405.160.005.161.200.3312338*M-AKL75（5A）3.200.200.600.1225.21.61511.33136.880.00136.8823.603.8412438*Q-MKL75（5A）3.200.200.640.128.53152.8634.100.0034.105.501.0412538*R/Q-QKL75（5A）悬臂3.200.200.450.121.30.1150.405.160.005.161.200.3312639*R/Q-AKL76（7A）3.200.200.4211、50.12351.81574.7010.96142.760.0068.0633.202.97127Q*33-34KL77（3A）3.200.200.400.124.452.9150.435.890.005.891.550.56128Q*34-36KL77（3A）3.200.200.640.122.750.1151.3816.430.0016.432.650.52129Q*36-37KL77（3A）3.200.200.600.121.50150.728.700.008.701.500130Q*37-38KL77（3A）3.200.200.700.127.21.6153.2538.080.0038212、.085.601.16131Q*38-39KL77（3A）3.200.200.450.121.20.1150.364.730.004.731.100.33132P*33-34KL78（2）3.200.200.450.124.452.9150.516.670.006.671.550.66133P*34-37KL78（2）3.200.200.640.124.250.1152.1625.730.0025.734.150.52134M*31-33KL79（3）3.200.200.450.1214.50154.7962.350.0062.3514.500135M*33-37KL79（3）3.200.20213、0.600.128.70.1154.1349.880.0049.888.600.48136M*37-38KL79（3）3.200.200.700.127.20.9153.6542.840.0042.846.301.74137L*31-36KL80（3）3.200.200.600.1221.73.55158.71105.270.00105.2718.152.88138J*31-34KL813.200.200.700.1221.71.51511.72137.360.00137.3620.203.48六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2214、梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 57 页，共 212 页139J/F*31-36KL823.200.200.450.1221.71.41545.686.7087.290.0041.6220.301.98140K*37-38KL833.200.200.700.127.21.6153.2538.080.0038.085.601.16141F*37-38KL843.200.200.700.127.21.6153.2538.080.0038.085.601.16142C*37-38KL853.200.200.700.127.21.6153.2215、538.080.0038.085.601.16143A*37-38KL863.200.200.600.127.21.6152.6932.480.0032.485.600.96144D*36-37KL873.200.200.500.124.10.4159.251.4117.760.008.513.700.38145L13.200.200.600.127.90315117.551420.420.001420.42244.9001461*U-SL1a3.200.200.600.128.20257.8795.120.0095.1216.400147L1b3.200.200.400.1210356.00216、0.8411.400.005.403.000148L23.20150.000.000.000.000.000149V*1-15L33.200.200.700.1252.220.615180.6729.94351.020.00170.3551.625.22150V*16-37L3a3.200.200.700.1257.880.215201.8833.45392.220.00190.3457.681.16151T/R*37-38L4a3.200.200.600.127.20.4153.2639.440.0039.446.800.96152R/Q-36-39L4b3.200.200.450.1214217、0.6258.84115.240.00115.2426.801.32153S/Q-5/6L53.200.200.500.123.60.3353.7647.520.0047.529.902.28154L83.200.200.600.128.50.3153.9447.560.0047.568.200.96155Q/P-34-36L93.200.200.600.122.750.3151.1814.210.0014.212.450.96156L103.200.200.600.127.10.6153.1237.700.0037.706.501.92六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m218、高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 58 页，共 212 页157P/M-37-39L10a3.200.200.640.128.40.4154.1649.600.0049.608.002.08158R/Q*26-28L113.200.200.500.123.60.4158.001.2215.360.007.363.200.7615926*N-ML143.200.200.450.123.70.2151.1615.050.0015.053.500.6616026*Q-NL143.200.200.64219、0.126.50.6153.0736.580.0036.585.902.08161Q/P*24-26L163.200.200.600.123.20.2151.4417.400.0017.403.000.96162P*11-12L173.200.300.600.127.30.4259.940.0086.9486.9420.702.8816314*N-QL183.200.200.450.124.80.3252.9738.700.0038.709.001.32164A/C*35-36L203.200.200.400.122.60.5150.597.980.007.982.100.561659-SL2220、13.200.200.400.1210.4252.400.344.560.002.161.201.1216636*V-UXL23.200.200.700.121.50.1150.819.520.009.521.400.581679-SXL33.200.200.400.120.40453.200.456.080.002.881.600168 1-13.200.200.450.125.101.4226.660.9812.730.006.072.960.528169 B-B3.200.200.600.1012.802.82224.004.0048.000.0024.008.001.6第三、五、六、八221、九层梁小计：1354.841004.8711823.68178.4310647.282039.88279.93六、四、七、十层梁11*U-SKL1（1A）3.200.200.700.128.4031311.341.8823.980.0012.643.240.69621*V-UKL1(1A)悬壁粱3.200.250.450.121.600132.160.404.370.002.211.200.24753U/S*16-20KL1a3.200.200.600.128.900.2132.5130.280.0030.285.220.288六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚222、m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 59 页，共 212 页411*V-SKL2a3.200.200.700.1210.903132.7532.230.0032.234.740.69652*U-SKL2b(1A)3.200.200.700.128.403131.8822.030.0022.033.240.69663*V-UKL2b(1A)悬臂、3.200.250.700.121.600130.706.770.006.771.200.43576*U-SKL2(1A)3.200.200.700.128.40223、3437.5288.130.0088.1312.962.78486*V-UKL2(1A)悬臂 3.000.200.600.121.601430.698.350.008.351.441.15294*U-SKL3(1B)3.200.200.700.1210.003132.4428.560.0028.564.200.696104*V-UKL3(B)悬臂3.200.200.700.121.601130.212.450.002.450.360.3481115*U-SKL4(1A)3.200.250.900.128.403.5132.8726.610.0026.613.681.171215*V-UKL4(224、A)悬臂3.200.250.700.121.600130.706.770.006.771.200.43513U*1-15KL53.200.200.600.1261.003.451316.57200.270.00200.2734.534.89614U/S*2-15KL63.200.200.700.1252.273.21317.08200.210.00200.2129.444.87215S*1-16KL73.200.200.600.1259.67413100.2116.03193.730.0093.5333.404.6081616*T-UKL8a3.200.300.400.124.202.8230225、.710.007.227.222.521.0081716*S-Ukl8b3.200.200.600.124.200.3131.1213.570.0013.572.340.2881821*U-SKL8（1A）3.200.200.800.128.402.8132.2839.200.0039.203.360.8161921*V-UKL8（1A）悬臂3.200.250.700.121.600130.706.770.006.771.200.4352022*U-SKL9（1A）3.200.200.800.128.402.8234.5752.420.0052.426.721.6322122*V-UKL9（1226、A）悬臂3.200.250.700.121.600231.3913.540.0013.542.400.87六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 60 页，共 212 页2226*U-SKL10（1A）3.200.200.800.128.402.8132.2826.210.0026.213.360.8162326*V-UKL10（1A）悬臂3.200.200.700.121.600130.566.530.006.530.960.3482428*227、U-SKL10a（1A）3.200.200.800.128.402.8336.8584.670.0084.6710.082.4482528*V-UKL10a（1A）悬臂3.200.200.700.121.600331.6719.580.0019.582.881.0442636*U-SKL11（1）3.200.300.700.128.404.3132.140.0019.4319.433.691.0442736*V-UXL23.200.200.700.121.600130.567.100.007.100.960.3482837*V-RKL12（2A）3.200.200.600.1212.200.9228、133.2539.320.0039.326.781.442938*V-RKL13（2A）3.200.200.700.1212.200.9133.9346.100.0046.106.781.743039*V-RKL14（2A）3.200.200.450.1212.200.91315.262.2429.150.0013.906.780.9931U*16-21KL15（9）3.200.350.600.157.880.35133.560.0028.2428.247.910.94532U*21-37KL15（9）3.200.200.600.1250.122.51313.71165.720.00165.7229、228.573.45633V*37-38KL16（1）3.200.200.600.127.201.42320.883.3440.370.0019.496.961.15234T*37-38KL17（1）3.200.200.600.127.201.4131.6720.180.0020.183.480.57635R/T*23-37KL19（7）3.200.200.700.1241.302.051313.66160.140.00160.1423.554.17636R/T*16-37KL20（8）3.200.200.600.1248.503.251313.03157.470.00157.4727.154230、.032371*L-JKL213.200.201.000.127.201.41310.803.0636.190.0025.393.481.056381*L-MKL21悬臂3.200.200.450.121.500.1130.283.610.003.610.840.198392*L-JKL22（3）3.200.200.700.127.201.4132.0225.750.0025.753.480.696402*N-LKL22（3）3.200.200.600.125.800.3131.5819.140.0019.143.300.576六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m231、梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 61 页，共 212 页412*Q-PKL22（3）3.200.200.400.124.202.6130.274.220.004.220.960.336423*Q-PKL233.200.200.600.124.200.8130.9811.830.0011.832.040.576434*L-JKL243.200.200.700.127.201.4132.0223.660.0023.663.480.696444*P-LKL243.200.200.600.125.800.11232、31.6419.840.0019.843.420.576454*Q-PKL243.200.200.640.124.200131.3115.620.0015.622.520466*L-JKL253.200.200.700.127.201.4132.0223.660.0023.663.480.696475*Q-MKL25(1A)3.200.200.640.128.503.4131.5918.970.0018.973.060.624487*Q-MKL26（1A）3.200.200.600.128.503.2139.541.5318.440.008.903.180.576497*M-LKL26（1A）233、悬臂3.200.200.560.121.500.1130.374.540.004.540.840.264508*Q-MKL27（1A）3.200.200.700.127.201.4132.0223.660.0023.663.480.696518*M-LKL27（1A）悬臂3.200.200.600.121.500.1130.404.870.004.870.840.288529*Q-MKL28（1A）3.200.250.900.127.201.4133.3931.490.0031.494.351.17539*M-LKL28（1A）悬臂3.200.200.600.121.500.1130.404.234、870.004.870.840.2885410*Q-MKL29（1A）3.200.250.900.127.201.4133.3931.490.0031.494.351.175510*L-MKL29（1A）悬臂3.200.200.600.121.500.1130.404.870.004.870.840.28856Q*2-7KL303.200.200.640.1215.804.61321.503.4941.660.0020.166.721.87257P*3-4KL313.200.200.600.127.203131.2114.620.0014.622.520.86458M*1-10KL323.20235、0.200.450.1243.621.81356.468.28107.900.0051.4425.090.79259L*1-10KL333.200.200.600.1243.572.651311.78142.400.00142.4024.553.456六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 62 页，共 212 页60J*1-10KL343.200.200.600.1243.572.651311.78142.400.00142.4024.553236、.45661H*1-10KL353.200.200.600.1243.572.651373.6611.78142.400.0068.7524.553.4566211*Q-JKL36（3）3.200.200.700.1219.204.81330.245.0158.750.0028.518.642.0886312*L-JKL37（2A）3.200.200.600.127.201.4131.6720.180.0020.183.480.5766412*Q-LKL37（2A）3.200.250.700.1210.501.3134.0038.920.0038.926.900.876512*H-BKL38（237、2）3.200.200.450.1214.500.252338.485.6473.530.0035.0617.101.1886613*H-BKL39（4A）3.200.200.800.1214.501.1135.4762.710.0062.718.041.6326713*L-HKL39（4A）3.200.200.640.128.700.2132.6531.620.0031.625.100.6246813*Q-MKL39（4A）3.200.200.640.1210.200133.1837.940.0037.946.120.3126914*Q-MKL40（2）3.200.200.450.128.5238、02.2232.4932.510.0032.517.560.7927016*Q-PKL41（1）3.200.200.450.124.202.6230.638.260.008.261.920.7927115*J-BKL42（5）3.200.200.600.1216.001.1134.2951.850.0051.858.941.447215*L-JKL42（5）3.200.200.640.127.200.2132.1826.040.0026.044.200.3127315*N-MKL42（5）3.200.200.450.123.700.3130.678.770.008.772.040.396742239、1*L-BKL42a(4)3.200.200.600.1223.201.25136.3276.390.0076.3913.171.7287517*H-GKL433.200.200.500.124.300.1231.9224.190.0024.195.040.4567622*H-BKL44(4)3.200.200.800.1211.701.1134.3249.610.0049.616.361.6327722*L-HKL44(4)3.200.200.640.128.700.3132.6231.250.0031.255.040.6247822*N-MKL44(4)3.200.200.450.123.240、70.3130.678.770.008.772.040.396六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 63 页，共 212 页7923/24*L-JKL45(1)3.200.200.600.127.20.2132.0224.360.0024.364.200.2888025*M-JKL46(1)3.200.200.600.128.71.5132.0725.060.0025.064.320.8648127*Q-MKL47(1A)3.200.200.241、700.158.53.2131.7520.670.0020.673.180.668228*L-JKL48(1A)3.200.200.700.127.21.4132.0223.660.0023.663.480.6968328*M-LKL48(1A)悬臂3.200.200.560.121.50.1130.374.540.004.540.840.2648429*Q-MKL49(1A)3.200.200.700.158.53.2131.7520.670.0020.673.180.668530*L-JKL50（1A）3.200.200.700.127.21.5131.9823.260.0023.263.242、420.6968630*M-LKL50（1A）悬臂3.200.200.600.121.50.1130.404.870.004.870.840.28887Q*23-24KL513.200.200.450.1242.5230.597.740.007.741.800.79288Q*24-29KL513.200.200.600.1211.81.82336.005.7669.600.0033.6012.002.30489N*13-15KL523.200.200.450.127.21.3131.1715.220.0015.223.540.59490Q*23-27KL533.200.200.450.128.243、71.3131.4719.090.0019.094.440.59491M*11-30KL543.200.200.450.1250.94.3139.23120.230.00120.2327.962.57492L*11-12KL553.200.200.600.127.30.6131.9323.320.0023.324.020.57693L*13-22KL563.200.200.800.1222.151.4138.4797.110.0097.1112.452.44894L*23-30KL57（3）3.200.200.600.1219.61.3135.2763.680.0063.6810.981.72244、895K/L*17-20KL58（1B）3.200.200.500.125.20.8131.0012.670.0012.672.640.45696K/L*16-20KL58（1B）3.200.200.600.122.680.2130.718.630.008.631.490.57697J*11-30KL593.200.200.800.12513.21319.50223.700.00223.7028.685.712六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m245、2第 64 页，共 212 页98H*11-12KL603.200.200.600.127.30.51312.241.9623.660.0011.424.080.57699J/F*13-15KL613.200.200.600.128.73233.2839.670.0039.676.841.152100J/F*23-30KL623.200.200.450.1219.61.61324.303.5646.440.0022.1410.801.386101G-15-21KL633.200.200.540.128.20.4131.9724.340.0024.344.681.008102F/D*13-15K246、L643.200.200.600.128.73233.2839.670.0039.676.841.152103B*13-15KL653.200.200.600.128.731310.261.6419.840.009.583.420.57610419*E-BKL66a3.200.200.600.127.30.3234.0348.720.0048.728.400.576105G/E*18-19KL663.200.200.400.122.60.2130.405.470.005.471.440.33610631*L-JKL67（1A）3.200.200.700.127.51.5132.0924.480247、.0024.483.600.69610731*M-LKL67（1A）悬臂3.200.200.600.121.50.1130.404.870.004.870.840.28810832*L-JKL68（1A）3.200.200.700.127.21.4132.0223.660.0023.663.480.69610932*M-LKL68（1A）悬臂3.200.200.600.121.50.1130.404.870.004.870.840.28811033*L-JKL69（3）3.200.200.700.127.20.4132.3727.740.0027.744.080.69611133*P-LKL6248、9（3）3.200.200.600.125.80.3131.5819.140.0019.143.300.57611233*Q-PKL69（3）3.200.200.400.124.23130.202.740.002.740.720.33611333/34*Q-PKL70（1）3.200.200.500.124.20.2130.9111.520.0011.522.400.45611434*Q-PKL71（1）3.200.200.600.124.20.8130.9811.830.0011.832.040.57611535*D-AKL72（1）3.200.200.500.125.62.1135.250249、.8010.080.004.832.100.45611636*D-AKL73（6A）3.200.200.600.125.60.7131.4117.050.0017.052.940.864六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 65 页，共 212 页11736*J-DKL73（6A）3.200.200.450.1210.91.2131.9225.030.0025.035.820.19811836*L-JKL73（6A）3.200.200.700250、.127.20.4132.3727.740.0027.744.080.69611936*P-LKL73（6A）3.200.200.600.125.80.1131.6419.840.0019.843.420.28812036*R/Q-PKL73（6A）3.200.200.640.126.80132.1225.300.0025.304.08012137*M-AKL74（5A）3.200.200.600.1225.21.6136.8082.130.0082.1314.162.30412237*Q-MKL74（5A）3.200.200.640.128.53131.7220.460.0020.463.3251、00.62412337*R/Q-QKL74（5A）悬臂3.200.200.450.121.30.1130.243.100.003.100.720.19812438*M-AKL75（5A）3.200.200.600.1225.21.6136.8082.130.0082.1314.162.30412538*Q-MKL75（5A）3.200.200.640.128.53131.7220.460.0020.463.300.62412638*R/Q-QKL75（5A）悬臂3.200.200.450.121.30.1130.243.100.003.100.720.19812739*R/Q-AKL76（7A252、）3.200.200.450.12351.81344.826.5785.660.0040.8419.921.782128Q*33-34KL77（3A）3.200.200.400.124.452.9130.263.530.003.530.930.336129Q*34-36KL77（3A）3.200.200.640.122.750.1130.839.860.009.861.590.312130Q*36-37KL77（3A）3.200.200.600.121.50130.435.220.005.220.900131Q*37-38KL77（3A）3.200.200.700.127.21.6131.95253、22.850.0022.853.360.696132Q*38-39KL77（3A）3.200.200.450.121.20.1130.222.840.002.840.660.198133P*33-34KL78（2）3.200.200.450.124.452.9130.314.000.004.000.930.396134P*34-37KL78（2）3.200.200.640.124.250.1131.2915.440.0015.442.490.312135M*31-33KL79（3）3.200.200.450.1214.50132.8737.410.0037.418.700六六、单单梁梁、连连续254、续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 66 页，共 212 页136M*33-37KL79（3）3.200.200.600.128.70.1132.4829.930.0029.935.160.288137M*37-38KL79（3）3.200.200.700.127.20.9132.1925.700.0025.703.781.044138L*31-36KL80（3）3.200.200.600.1221.73.55135.2363.160.0063.1610.891255、.728139J*31-34KL813.200.200.700.1221.71.5137.0382.420.0082.4212.122.088140J/F*31-36KL823.200.200.450.1221.71.41327.414.0252.370.0024.9712.181.188141K*37-38KL833.200.200.700.127.21.6131.9522.850.0022.853.360.696142F*37-38KL843.200.200.700.127.21.6131.9522.850.0022.853.360.696143C*37-38KL853.200.200.7256、00.127.21.6131.9522.850.0022.853.360.696144A*37-38KL863.200.200.600.127.21.6131.6119.490.0019.493.360.576145D*36-37KL873.200.200.500.124.10.4135.550.8410.660.005.112.220.228146L13.200.200.600.127.9031370.53852.250.00852.25146.9401471*U-SL1a3.200.200.600.128.20234.7257.070.0057.079.840148L1b3.200.200257、.400.1210333.600.506.840.003.241.800149L23.20130.000.000.000.000.000150V*1-15L33.200.200.700.1252.220.613108.4017.96210.610.00102.2130.973.132151V*16-37L3a3.200.200.700.1257.880.213121.1320.07235.330.00114.2134.610.696152T/R*37-38L4a3.200.200.600.127.20.4131.9623.660.0023.664.080.576153R/Q-36-39L4b3258、.200.200.450.12140.6235.3169.140.0069.1416.080.792154S/Q-5/6L53.200.200.500.123.60.3332.2628.510.0028.515.941.368六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 67 页，共 212 页155L83.200.200.600.128.50.3132.3628.540.0028.544.920.576156Q/P-34-36L93.200.200259、.600.122.750.3130.718.530.008.531.470.576157L103.200.200.600.127.10.6131.8722.620.0022.623.901.152158P/M-37-39L10a3.200.200.640.128.40.4132.5029.760.0029.764.801.248159R/Q*26-28L113.200.200.500.123.60.4134.800.739.220.004.421.920.45616026*N-ML143.200.200.450.123.70.2130.699.030.009.032.100.39616126*260、Q-NL143.200.200.640.126.50.6131.8421.950.0021.953.541.248162Q/P*24-26L163.200.200.600.123.20.2130.8610.440.0010.441.800.576163P*11-12L173.200.300.600.127.30.4235.960.0052.1652.1612.421.72816414*N-QL183.200.200.450.124.80.3231.7823.220.0023.225.400.792165A/C*35-36L203.200.200.400.122.60.5130.354.790.261、004.791.260.3361669-SL213.200.200.400.1210.4231.440.202.740.001.300.720.67216736*V-UXL23.200.200.700.121.50.1130.495.710.005.710.840.3481689-SXL33.200.200.400.120.40431.920.273.650.001.730.960169 1-13.200.200.450.125.101.4226.660.9812.730.006.072.960.528170 B-B3.200.200.600.1012.802.82224.004.0048.0262、00.0024.008.001.6第四、七、十层梁小计：816.95607.427148.78107.066427.551233.53169.097七、十一十二层梁11*V-UKL1(1A)悬壁粱3.200.250.450.121.600121.440.262.910.001.470.800.165六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 68 页，共 212 页211*V-SKL2a3.200.200.700.1210.903121.8321.263、490.0021.493.160.46433*V-UKL2b(1A)悬臂、3.200.250.700.121.600120.464.510.004.510.800.2946*U-SKL2(1A)3.200.200.700.128.403425.0158.750.0058.758.641.85656*V-UKL2(1A)悬臂 3.000.200.600.121.601420.465.570.005.570.960.76864*U-SKL1(1B)3.200.200.700.1210.003129.801.6219.040.009.242.800.46474*V-UKL1(B)悬臂3.200.20264、0.700.121.601120.840.141.630.000.790.240.232815*U-SKL4(1A)3.200.250.900.128.403.5121.9117.740.0017.742.450.78915*V-UKL4(A)悬臂3.200.250.700.121.600120.464.510.004.510.800.2910U*1-15KL53.200.200.600.1246.402.55128.42101.730.00101.7317.542.49611U/S*2-15KL63.200.200.700.1245.022.6129.84115.380.00115.3816265、.972.55212S*1-16KL73.200.200.600.1245.022.81250.668.1197.950.0047.2916.892.3041321*V-UKL8（1A）悬臂3.200.250.700.121.600120.464.510.004.510.800.291422*V-UKL9（1A）悬臂3.200.250.700.121.600220.939.020.009.021.600.581526*U-SKL10（1A）3.200.200.800.128.402.8121.5217.470.0017.472.240.5441626*V-UKL10（1A）悬臂3.200.20266、0.700.121.600120.374.350.004.350.640.2321728*U-SKL10a（1A）3.200.200.800.128.402.8324.5756.450.0056.456.721.6321828*V-UKL10a（1A）悬臂3.200.200.700.121.600321.1113.060.0013.061.920.6961936*U-SKL11（1）3.200.300.700.128.404.3121.430.0012.9612.962.460.6962036*V-UXL23.200.200.700.121.600120.374.740.004.740.640267、.232六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 69 页，共 212 页2137*V-RKL12（2A）3.200.200.600.1212.200.9122.1726.220.0026.224.520.962238*V-RKL13（2A）3.200.200.700.1212.200.9122.6230.740.0030.744.521.162339*V-RKL14（2A）3.200.200.450.1212.200.91210.171.491268、9.440.009.274.520.6624U*16-21KL15（9）3.200.350.600.157.880.35122.370.0018.8318.835.270.6325U*21-37KL15（9）3.200.200.600.1250.122.5129.14110.480.00110.4819.052.30426V*37-38KL16（1）3.200.200.600.127.201.42213.922.2326.910.0012.994.640.76827T*37-38KL17（1）3.200.200.600.127.201.4121.1113.460.0013.462.320.38269、428R/T*23-37KL19（7）3.200.200.700.1234.102.05127.4487.180.0087.1812.822.78429R/T*16-37KL20（8）3.200.200.600.1234.101.95126.1774.590.0074.5912.861.536301*L-JKL213.200.201.000.127.201.4129.802.0424.130.0014.332.320.704311*L-MKL21悬臂3.200.200.450.121.500.1120.182.410.002.410.560.132322*L-JKL22（3）3.200.200270、.700.127.201.4121.3517.170.0017.172.320.464332*N-LKL22（3）3.200.200.600.125.800.3121.0612.760.0012.762.200.384342*Q-PKL22（3）3.200.200.400.124.202.6120.182.820.002.820.640.224353*Q-PKL233.200.200.600.124.200.8120.657.890.007.891.360.384364*L-JKL243.200.200.700.127.201.4121.3515.780.0015.782.320.464374271、*P-LKL243.200.200.600.125.800.1121.0913.220.0013.222.280.384384*Q-PKL243.200.200.640.124.200120.8710.420.0010.421.680396*L-JKL253.200.200.700.127.201.4121.3515.780.0015.782.320.464六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 70 页，共 212 页405*Q-MKL25(272、1A)3.200.200.640.128.503.4121.0612.650.0012.652.040.416417*Q-MKL26（1A）3.200.200.600.128.503.2126.361.0212.300.005.942.120.384427*M-LKL26（1A）悬臂3.200.200.560.121.500.1120.253.020.003.020.560.176438*Q-MKL27（1A）3.200.200.700.127.201.4121.3515.780.0015.782.320.464448*M-LKL27（1A）悬臂3.200.200.600.121.500.11273、20.273.250.003.250.560.192459*Q-MKL28（1A）3.200.250.900.127.201.4122.2621.000.0021.002.900.78469*M-LKL28（1A）悬臂3.200.200.600.121.500.1120.273.250.003.250.560.1924710*Q-MKL29（1A）3.200.250.900.127.201.4122.2621.000.0021.002.900.784810*L-MKL29（1A）悬臂3.200.200.600.121.500.1120.273.250.003.250.560.19249Q*2-274、7KL303.200.200.640.1215.804.61214.342.3327.780.0013.444.481.24850P*3-4KL313.200.200.600.127.203120.819.740.009.741.680.57651M*1-10KL323.200.200.450.1243.621.81237.645.5271.930.0034.2916.730.52852L*1-10KL333.200.200.600.1243.572.65127.8694.930.0094.9316.372.30453J*1-10KL343.200.200.600.1243.572.65127275、.8694.930.0094.9316.372.30454H*1-10KL353.200.200.600.1243.572.651249.107.8694.930.0045.8316.372.3045511*Q-JKL36（3）3.200.200.700.1219.204.81220.163.3439.170.0019.015.761.3925612*L-JKL37（2A）3.200.200.600.127.201.4121.1113.460.0013.462.320.3845712*Q-LKL37（2A）3.200.250.700.1210.501.3122.6725.940.0025.94276、4.600.585812*H-BKL38（2）3.200.200.450.1214.500.252225.653.7649.020.0023.3711.400.792六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 71 页，共 212 页5913*H-BKL39（4A）3.200.200.800.1214.501.1123.6441.810.0041.815.361.0886013*L-HKL39（4A）3.200.200.640.128.700.21277、21.7721.080.0021.083.400.4166113*Q-MKL39（4A）3.200.200.640.1210.200122.1225.300.0025.304.080.2086214*Q-MKL40（2）3.200.200.450.128.502.2221.6621.670.0021.675.040.5286316*Q-PKL41（1）3.200.200.450.124.202.6220.425.500.005.501.280.5286415*J-BKL42（5）3.200.200.600.1216.001.1122.8634.570.0034.575.960.966515*L278、-JKL42（5）3.200.200.640.127.200.2121.4617.360.0017.362.800.2086615*N-MKL42（5）3.200.200.450.123.700.3120.455.850.005.851.360.2646721*L-BKL42a(4)3.200.200.600.1223.201.25124.2150.920.0050.928.781.1526817*H-GKL433.200.200.500.124.300.1221.2816.130.0016.133.360.3046922*H-BKL44(4)3.200.200.800.1211.701.11279、22.8833.070.0033.074.241.0887022*L-HKL44(4)3.200.200.640.128.700.3121.7520.830.0020.833.360.4167122*N-MKL44(4)3.200.200.450.123.70.3120.455.850.005.851.360.2647223/24*L-JKL45(1)3.200.200.600.127.20.2121.3416.240.0016.242.800.1927325*M-JKL46(1)3.200.200.600.128.71.5121.3816.700.0016.702.880.5767427*Q280、-MKL47(1A)3.200.200.700.158.53.2121.1713.780.0013.782.120.447528*L-JKL48(1A)3.200.200.700.127.21.4121.3515.780.0015.782.320.4647628*M-LKL48(1A)悬臂3.200.200.560.121.50.1120.253.020.003.020.560.1767729*Q-MKL49(1A)3.200.200.700.158.53.2121.1713.780.0013.782.120.44六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁281、数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 72 页，共 212 页7830*L-JKL50（1A）3.200.200.700.127.21.5121.3215.500.0015.502.280.4647930*M-LKL50（1A）悬臂3.200.200.600.121.50.1120.273.250.003.250.560.19280Q*23-24KL513.200.200.450.1242.5220.405.160.005.161.200.52881Q*24-29KL513.200.200.600.1211.81.822282、24.003.8446.400.0022.408.001.53682N*13-15KL523.200.200.450.127.21.3120.7810.150.0010.152.360.39683Q*23-27KL533.200.200.450.128.71.3120.9812.730.0012.732.960.39684M*11-30KL543.200.200.450.1250.94.3126.1580.150.0080.1518.641.71685L*11-12KL553.200.200.600.127.30.6121.2915.540.0015.542.680.38486L*13-22K283、L563.200.200.800.1222.151.4125.6464.740.0064.748.301.63287L*23-30KL57（3）3.200.200.600.1219.61.3123.5142.460.0042.467.321.15288K/L*17-20KL58（1B）3.200.200.500.125.20.8120.678.450.008.451.760.30489K/L*16-20KL58（1B）3.200.200.600.122.680.2120.485.750.005.750.990.38490J*11-30KL593.200.200.800.12513.21213.284、00149.140.00149.1419.123.80891H*11-12KL603.200.200.600.127.30.5128.161.3115.780.007.622.720.38492J/F*13-15KL613.200.200.600.128.73222.1926.450.0026.454.560.76893J/F*23-30KL623.200.200.450.1219.61.61216.202.3830.960.0014.767.200.92494G-15-21KL633.200.200.540.128.20.4121.3116.220.0016.223.120.67295F/D285、*13-15KL643.200.200.600.128.73222.1926.450.0026.454.560.76896B*13-15KL653.200.200.600.128.73126.841.0913.220.006.382.280.384六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 73 页，共 212 页9719*E-BKL66a3.200.200.600.127.30.3222.6932.480.0032.485.600.38498G/286、E*18-19KL663.200.200.400.122.60.2120.273.650.003.650.960.2249931*L-JKL67（1A）3.200.200.700.127.51.5121.3916.320.0016.322.400.46410031*M-LKL67（1A）悬臂3.200.200.600.121.50.1120.273.250.003.250.560.19210132*L-JKL68（1A）3.200.200.700.127.21.4121.3515.780.0015.782.320.46410232*M-LKL68（1A）悬臂3.200.200.600.121.287、50.1120.273.250.003.250.560.19210333*L-JKL69（3）3.200.200.700.127.20.4121.5818.500.0018.502.720.46410433*P-LKL69（3）3.200.200.600.125.80.3121.0612.760.0012.762.200.38410533*Q-PKL69（3）3.200.200.400.124.23120.131.820.001.820.480.22410633/34*Q-PKL70（1）3.200.200.500.124.20.2120.617.680.007.681.600.3041073288、4*Q-PKL71（1）3.200.200.600.124.20.8120.657.890.007.891.360.38410835*D-AKL72（1）3.200.200.500.125.62.1123.500.536.720.003.221.400.30410936*D-AKL73（6A）3.200.200.600.125.60.7120.9411.370.0011.371.960.57611036*J-DKL73（6A）3.200.200.450.1210.91.2121.2816.680.0016.683.880.13211136*L-JKL73（6A）3.200.200.700.12289、7.20.4121.5818.500.0018.502.720.46411236*P-LKL73（6A）3.200.200.600.125.80.1121.0913.220.0013.222.280.19211336*R/Q-PKL73（6A）3.200.200.640.126.80121.4116.860.0016.862.720六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 74 页，共 212 页11437*M-AKL74（5A）3.200.20290、0.600.1225.21.6124.5354.750.0054.759.441.53611537*Q-MKL74（5A）3.200.200.640.128.53121.1413.640.0013.642.200.41611637*R/Q-QKL74（5A）悬臂3.200.200.450.121.30.1120.162.060.002.060.480.13211738*M-AKL75（5A）3.200.200.600.1225.21.6124.5354.750.0054.759.441.53611838*Q-MKL75（5A）3.200.200.640.128.53121.1413.640.0291、013.642.200.41611938*R/Q-QKL75（5A）悬臂3.200.200.450.121.30.1120.162.060.002.060.480.13212039*R/Q-AKL76（7A）3.200.200.450.12351.81229.884.3857.100.0027.2213.281.188121Q*33-34KL77（3A）3.200.200.400.124.452.9120.172.360.002.360.620.224122Q*34-36KL77（3A）3.200.200.640.122.750.1120.556.570.006.571.060.208123Q292、*36-37KL77（3A）3.200.200.600.121.50120.293.480.003.480.600124Q*37-38KL77（3A）3.200.200.700.127.21.6121.3015.230.0015.232.240.464125Q*38-39KL77（3A）3.200.200.450.121.20.1120.151.890.001.890.440.132126P*33-34KL78（2）3.200.200.450.124.452.9120.202.670.002.670.620.264127P*34-37KL78（2）3.200.200.640.124.250.1293、120.8610.290.0010.291.660.208128M*31-33KL79（3）3.200.200.450.1214.50121.9124.940.0024.945.800129M*33-37KL79（3）3.200.200.600.128.70.1121.6519.950.0019.953.440.192130M*37-38KL79（3）3.200.200.700.127.20.9121.4617.140.0017.142.520.696131L*31-36KL80（3）3.200.200.600.1221.73.55123.4842.110.0042.117.261.15213294、2J*31-34KL813.200.200.700.1221.71.5124.6954.940.0054.948.081.392六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 75 页，共 212 页133J/F*31-36KL823.200.200.450.1221.71.41218.272.6834.920.0016.658.120.792134K*37-38KL833.200.200.700.127.21.6121.3015.230.0015.2295、32.240.464135F*37-38KL843.200.200.700.127.21.6121.3015.230.0015.232.240.464136C*37-38KL853.200.200.700.127.21.6121.3015.230.0015.232.240.464137A*37-38KL863.200.200.600.127.21.6121.0812.990.0012.992.240.384138D*36-37KL873.200.200.500.124.10.4123.700.567.100.003.401.480.152139L13.200.200.600.127.90282296、42.47513.180.00513.1888.480140L1b3.200.200.400.1210322.400.344.560.002.161.200141L23.20120.000.000.000.000.000142V*1-15L33.200.200.700.1245.020.61262.1910.31120.820.0058.6317.772.088143V*16-37L3a3.200.200.700.1235.60.21249.568.2196.290.0046.7314.160.464144T/R*37-38L4a3.200.200.600.127.20.4121.3115.7297、80.0015.782.720.384145R/Q-36-39L4b3.200.200.450.12140.6223.5446.100.0046.1010.720.528146S/Q-5/6L53.200.200.500.123.60.3321.5019.010.0019.013.960.912147L83.200.200.600.128.50.3121.5719.020.0019.023.280.384148Q/P-34-36L93.200.200.600.122.750.3120.475.680.005.680.980.384149L103.200.200.600.127.10.6121.298、2515.080.0015.082.600.768150P/M-37-39L10a3.200.200.640.128.40.4121.6619.840.0019.843.200.832六六、单单梁梁、连连续续梁梁序号轴号梁编号层高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 76 页，共 212 页151R/Q*26-28L113.200.200.500.123.60.4123.200.496.140.002.941.280.30415226*N-ML143.200.200.450.123.70299、.2120.466.020.006.021.400.26415326*Q-NL143.200.200.640.126.50.6121.2314.630.0014.632.360.832154Q/P*24-26L163.200.200.600.123.20.2120.586.960.006.961.200.384155P*11-12L173.200.300.600.127.30.4223.970.0034.7834.788.281.15215614*N-QL183.200.200.450.124.80.3221.1915.480.0015.483.600.528157A/C*35-36L203.300、200.200.400.122.60.5120.243.190.003.190.840.2241589-SL213.200.200.400.1210.4220.960.131.820.000.860.480.44815936*V-UXL23.200.200.700.121.50.1120.323.810.003.810.560.2321609-SXL33.200.200.400.120.40421.280.182.430.001.150.640第十一十二层梁小计：480.02366.184300.1166.563886.65747.82104.313六六、单单梁梁、连连续续梁梁序号轴号梁编号层301、高(M)宽m高m板厚m梁长m支座m梁数量m层数外装饰m2梁砼体积m325内模板(m2)25外模板(m2)内抹灰(m2)底模m2梁与支座接触面m2第 77 页，共 212 页七七、屋屋面面梁梁工工程程量量计计算算书书序号梁编号层高(M)宽m高m板厚m梁长m 支座m梁数量m层数梁砼体积m325内模板(m2)25外模板(m2)梁支撑高度超过3.6米,每增高1m内(m2)内抹灰(m2)底模m2梁与支座接触面m2一一、屋屋面面1KL1(1A)3.200.250.450.121.600.001.001.000.131.460.000.000.740.400.082KL2a3.200.200.700.121302、0.903.001.001.000.9210.740.000.0010.741.580.233KL2b(1A)3.200.250.700.121.600.001.001.000.232.260.000.002.260.400.154KL2(1A)3.200.200.700.128.403.004.001.002.5129.380.000.0029.384.320.935KL2(1A)3.000.200.600.121.601.004.001.000.232.780.000.002.780.480.386KL1(1B)3.200.200.700.1210.003.001.001.000.819.303、520.000.004.621.400.237KL1(B)3.200.200.700.121.601.001.001.000.070.820.000.000.400.120.128KL4(1A)3.200.250.900.128.403.501.001.000.968.870.000.008.871.230.399KL4(A)3.200.250.700.121.600.001.001.000.232.260.000.002.260.400.1510KL53.200.200.600.1246.402.551.001.004.2150.870.000.0050.878.771.2511KL63.2304、00.200.700.1245.022.601.001.004.9257.690.000.0057.698.481.2812KL73.200.200.600.1245.022.801.001.004.0548.980.000.0023.648.441.1513KL8（1A）3.200.250.700.121.600.001.001.000.232.260.000.002.260.400.1514KL9（1A）3.200.250.700.121.600.002.001.000.464.510.000.004.510.800.2915KL10（1A）3.200.200.800.128.402.80305、1.001.000.768.740.000.008.741.120.2716KL10（1A）3.200.200.700.121.600.001.001.000.192.180.000.002.180.320.1217KL10a（1A）3.200.200.800.128.402.803.001.002.2828.220.000.0028.223.360.82第 78 页，共 212 页18KL10a（1A）3.200.200.700.121.600.003.001.000.566.530.000.006.530.960.3519KL11（1）3.200.300.700.128.404.301.0306、01.000.710.006.480.006.481.230.3520XL23.200.200.700.121.600.001.001.000.192.370.000.002.370.320.1221KL12（2A）3.200.200.600.1212.200.901.001.001.0813.110.000.0013.112.260.4822KL13（2A）3.200.200.700.1212.200.901.001.001.3115.370.000.0015.372.260.5823KL14（2A）3.200.200.450.1212.200.901.001.000.759.720.000307、.004.632.260.3324KL15（9）3.200.350.600.157.880.351.001.001.190.009.410.009.412.640.3225KL15（9）3.200.200.600.1250.122.501.001.004.5755.240.000.0055.249.521.1526KL16（1）3.200.200.600.127.201.402.001.001.1113.460.000.006.502.320.3827KL17（1）3.200.200.600.127.201.401.001.000.566.730.000.006.731.160.1928KL1308、9（7）3.200.200.700.1234.102.051.001.003.7243.590.000.0043.596.411.3929KL20（8）3.200.200.600.1234.101.951.001.003.0937.290.000.0037.296.430.7730KL213.200.201.000.127.201.401.001.001.0212.060.000.003.261.160.3531KL213.200.200.450.121.500.101.001.000.091.200.000.001.200.280.0732KL22（3）3.200.200.700.127.2309、01.401.001.000.678.580.000.008.581.160.2333KL22（3）3.200.200.600.125.800.301.001.000.536.380.000.006.381.100.1934KL22（3）3.200.200.400.124.202.601.001.000.091.410.000.001.410.320.1135KL233.200.200.600.124.200.801.001.000.333.940.000.003.940.680.19七七、屋屋面面梁梁工工程程量量计计算算书书序号梁编号层高(M)宽m高m板厚m梁长m 支座m梁数量m层数梁砼体积310、m325内模板(m2)25外模板(m2)梁支撑高度超过3.6米,每增高1m内(m2)内抹灰(m2)底模m2梁与支座接触面m2第 79 页，共 212 页36KL243.200.200.700.127.201.401.001.000.677.890.000.007.891.160.2337KL243.200.200.600.125.800.101.001.000.556.610.000.006.611.140.1938KL243.200.200.640.124.200.001.001.000.445.210.000.005.210.840.0039KL253.200.200.700.127.20311、1.401.001.000.677.890.000.007.891.160.2340KL25(1A)3.200.200.640.128.503.401.001.000.536.320.000.006.321.020.2141KL26（1A）3.200.200.600.128.503.201.001.000.516.150.000.002.971.060.1942KL26（1A）3.200.200.560.121.500.101.001.000.121.510.000.001.510.280.0943KL27（1A）3.200.200.700.127.201.401.001.000.677.89312、0.000.007.891.160.2344KL27（1A）3.200.200.600.121.500.101.001.000.131.620.000.001.620.280.1045KL28（1A）3.200.250.900.127.201.401.001.001.1310.500.000.0010.501.450.3946KL28（1A）3.200.200.600.121.500.101.001.000.131.620.000.001.620.280.1047KL29（1A）3.200.250.900.127.201.401.001.001.1310.500.000.0010.501.45313、0.3948KL29（1A）3.200.200.600.121.500.101.001.000.131.620.000.001.620.280.1049KL303.200.200.640.1215.804.601.001.001.1613.890.000.006.722.240.6250KL313.200.200.600.127.203.001.001.000.404.870.000.004.870.840.2951KL323.200.200.450.1243.621.801.001.002.7635.970.000.0017.158.360.2652KL333.200.200.600.124314、3.572.651.001.003.9347.470.000.0047.478.181.1553KL343.200.200.600.1243.572.651.001.003.9347.470.000.0047.478.181.15七七、屋屋面面梁梁工工程程量量计计算算书书序号梁编号层高(M)宽m高m板厚m梁长m 支座m梁数量m层数梁砼体积m325内模板(m2)25外模板(m2)梁支撑高度超过3.6米,每增高1m内(m2)内抹灰(m2)底模m2梁与支座接触面m2第 80 页，共 212 页54KL353.200.200.600.1243.572.651.001.003.9347.470.000.315、0022.928.181.1555KL36（3）3.200.200.700.1219.204.801.001.001.6719.580.000.009.502.880.7056KL37（2A）3.200.200.600.127.201.401.001.000.566.730.000.006.731.160.1957KL37（2A）3.200.250.700.1210.501.301.001.001.3312.970.000.0012.972.300.2958KL38（2）3.200.200.450.1214.500.252.001.001.8824.510.000.0011.695.700.4316、059KL39（4A）3.200.200.800.1214.501.101.001.001.8220.900.000.0020.902.680.5460KL39（4A）3.200.200.640.128.700.201.001.000.8810.540.000.0010.541.700.2161KL39（4A）3.200.200.640.1210.200.001.001.001.0612.650.000.0012.652.040.1062KL40（2）3.200.200.450.128.502.202.001.000.8310.840.000.0010.842.520.2663KL41（1）3317、.200.200.450.124.202.602.001.000.212.750.000.002.750.640.2664KL42（5）3.200.200.600.1216.001.101.001.001.4317.280.000.0017.282.980.4865KL42（5）3.200.200.640.127.200.201.001.000.738.680.000.008.681.400.1066KL42（5）3.200.200.450.123.700.301.001.000.222.920.000.002.920.680.1367KL42a(4)3.200.200.600.1223.20318、1.251.001.002.1125.460.000.0025.464.390.5868KL433.200.200.500.124.300.102.001.000.648.060.000.008.061.680.1569KL44(4)3.200.200.800.1211.701.101.001.001.4416.540.000.0016.542.120.5470KL44(4)3.200.200.640.128.700.301.001.000.8710.420.000.0010.421.680.2171KL44(4)3.200.200.450.123.700.301.001.000.222.92319、0.000.002.920.680.13七七、屋屋面面梁梁工工程程量量计计算算书书序号梁编号层高(M)宽m高m板厚m梁长m 支座m梁数量m层数梁砼体积m325内模板(m2)25外模板(m2)梁支撑高度超过3.6米,每增高1m内(m2)内抹灰(m2)底模m2梁与支座接触面m2第 81 页，共 212 页72KL45(1)3.200.200.600.127.200.201.001.000.678.120.000.008.121.400.1073KL46(1)3.200.200.600.128.701.501.001.000.698.350.000.008.351.440.2974KL47(1A)3320、.200.200.700.158.503.201.001.000.586.890.000.006.891.060.2275KL48(1A)3.200.200.700.127.201.401.001.000.677.890.000.007.891.160.2376KL48(1A)3.200.200.560.121.500.101.001.000.121.510.000.001.510.280.0977KL49(1A)3.200.200.700.158.503.201.001.000.586.890.000.006.891.060.2278KL50（1A）3.200.200.700.127.201321、.501.001.000.667.750.000.007.751.140.2379KL50（1A）3.200.200.600.121.500.101.001.000.131.620.000.001.620.280.1080KL513.200.200.450.124.002.502.001.000.202.580.000.002.580.600.2681KL513.200.200.600.1211.801.802.001.001.9223.200.000.0011.204.000.7782KL523.200.200.450.127.201.301.001.000.395.070.000.005.322、071.180.2083KL533.200.200.450.128.701.301.001.000.496.360.000.006.361.480.2084KL543.200.200.450.1250.904.301.001.003.0840.080.000.0040.089.320.8685KL553.200.200.600.127.300.601.001.000.647.770.000.007.771.340.1986KL563.200.200.800.1222.151.401.001.002.8232.370.000.0032.374.150.8287KL57（3）3.200.200.6323、00.1219.601.301.001.001.7621.230.000.0021.233.660.5888KL58（1B）3.200.200.500.125.200.801.001.000.334.220.000.004.220.880.1589KL58（1B）3.200.200.600.122.680.201.001.000.242.880.000.002.880.500.19七七、屋屋面面梁梁工工程程量量计计算算书书序号梁编号层高(M)宽m高m板厚m梁长m 支座m梁数量m层数梁砼体积m325内模板(m2)25外模板(m2)梁支撑高度超过3.6米,每增高1m内(m2)内抹灰(m2)底模m2324、梁与支座接触面m2第 82 页，共 212 页90KL593.200.200.800.1251.003.201.001.006.5074.570.000.0074.579.561.9091KL603.200.200.600.127.300.501.001.000.657.890.000.003.811.360.1992KL613.200.200.600.128.703.002.001.001.0913.220.000.0013.222.280.3893KL623.200.200.450.1219.601.601.001.001.1915.480.000.007.383.600.4694KL63325、3.200.200.540.128.200.401.001.000.668.110.000.008.111.560.3495KL643.200.200.600.128.703.002.001.001.0913.220.000.0013.222.280.3896KL653.200.200.600.128.703.001.001.000.556.610.000.003.191.140.1997KL66a3.200.200.600.127.300.302.001.001.3416.240.000.0016.242.800.1998KL663.200.200.400.122.600.201.001.0326、00.131.820.000.001.820.480.1199KL67（1A）3.200.200.700.127.501.501.001.000.708.160.000.008.161.200.23100KL67（1A）3.200.200.600.121.500.101.001.000.131.620.000.001.620.280.10101KL68（1A）3.200.200.700.127.201.401.001.000.677.890.000.007.891.160.23102KL68（1A）3.200.200.600.121.500.101.001.000.131.620.000.00327、1.620.280.10103KL69（3）3.200.200.700.127.200.401.001.000.799.250.000.009.251.360.23104KL69（3）3.200.200.600.125.800.301.001.000.536.380.000.006.381.100.19105KL69（3）3.200.200.400.124.203.001.001.000.070.910.000.000.910.240.11106KL70（1）3.200.200.500.124.200.201.001.000.303.840.000.003.840.800.15107KL71（328、1）3.200.200.600.124.200.801.001.000.333.940.000.003.940.680.19七七、屋屋面面梁梁工工程程量量计计算算书书序号梁编号层高(M)宽m高m板厚m梁长m 支座m梁数量m层数梁砼体积m325内模板(m2)25外模板(m2)梁支撑高度超过3.6米,每增高1m内(m2)内抹灰(m2)底模m2梁与支座接触面m2第 83 页，共 212 页108KL72（1）3.200.200.500.125.602.101.001.000.273.360.000.001.610.700.15109KL73（6A）3.200.200.600.125.600.701.329、001.000.475.680.000.005.680.980.29110KL73（6A）3.200.200.450.1210.901.201.001.000.648.340.000.008.341.940.07111KL73（6A）3.200.200.700.127.200.401.001.000.799.250.000.009.251.360.23112KL73（6A）3.200.200.600.125.800.101.001.000.556.610.000.006.611.140.10113KL73（6A）3.200.200.640.126.800.001.001.000.718.430330、.000.008.431.360.00114KL74（5A）3.200.200.600.1225.201.601.001.002.2727.380.000.0027.384.720.77115KL74（5A）3.200.200.640.128.503.001.001.000.576.820.000.006.821.100.21116KL74（5A3.200.200.450.121.300.101.001.000.081.030.000.001.030.240.07117KL75（5A）3.200.200.600.1225.201.601.001.002.2727.380.000.0027.38331、4.720.77118KL75（5A）3.200.200.640.128.503.001.001.000.576.820.000.006.821.100.21119KL75（5A）3.200.200.450.121.300.101.001.000.081.030.000.001.030.240.07120KL76（7A）3.200.200.450.1235.001.801.001.002.1928.550.000.0013.616.640.59121KL77（3A）3.200.200.400.124.452.901.001.000.091.180.000.001.180.310.11122KL332、77（3A）3.200.200.640.122.750.101.001.000.283.290.000.003.290.530.10123KL77（3A）3.200.200.600.121.500.001.001.000.141.740.000.001.740.300.00124KL77（3A）3.200.200.700.127.201.601.001.000.657.620.000.007.621.120.23125KL77（3A）3.200.200.450.121.200.101.001.000.070.950.000.000.950.220.07七七、屋屋面面梁梁工工程程量量计计算算书书333、序号梁编号层高(M)宽m高m板厚m梁长m 支座m梁数量m层数梁砼体积m325内模板(m2)25外模板(m2)梁支撑高度超过3.6米,每增高1m内(m2)内抹灰(m2)底模m2梁与支座接触面m2第 84 页，共 212 页126KL78（2）3.200.200.450.124.452.901.001.000.101.330.000.001.330.310.13127KL78（2）3.200.200.640.124.250.101.001.000.435.150.000.005.150.830.10128KL79（3）3.200.200.450.1214.500.001.001.000.9612.470.000.0012.472.900.00129KL79（3）3.200.200.600.128.700.101.001.000.839.980.000.009.981.720.10130KL79