地上层地下层商业综合楼工程工程量计算

附件附件附件附件1：工程计算书序号构件信息单位工程量计算式备注第一章土土方工程m3522.641.1.1集水井Am340.501.1.1.18/J-Km340.5013.513.500*33件1.1.2集水井Bm352.491.1.2.14-7/K-Lm352.498.7488.748*6件件1.1.3集水井Cm318.381.1.3.17/Mm318.3818.3751.1.4集水井Dm317.851.1.4.14-7/Qm317.8517.851.1.5吸水槽1m317.581.1.5.14-7/Qm317.5817.5841.1.6吸水槽2m310.191.1.6.14-7/Qm310.1910.1921.1.7CT-1am356.451.1.7.14-7/Hm356.453.5283.528*166件1.1.8CT-1cm3268.581.1.8.14-7/Nm3268.582.1662.166*1224件1.1.9CT-1dm32.511.1.9.17/Jm32.512.5081.1.10CT-1em33.191.1.10.118/Jm33.193.1921.1.11CT-2bm37.561.1.11.113/Fm37.567.561.1.12CT-2dm327.361.1.12.117/Gm327.364.564.560*6件件25-184CC30现浇基础梁梁地坑支撑梁梁(泵送商品砼)[C300]m3299.122.10层m3299.122.1.12JL-1m350.922.1.1.1E/1-2m35.290.84*6..32.1.1.2F/2-3m35.040.84*62.1.1.3G/4-7m315.370.84*6..15.124*3件件2.1.1.4M/4-7m315.500.84*6..155.166*3件件2.1.1.5N/4-7m34.970.84*5..9192.1.1.6P/4-7m34.750.84*5..652.1.22JL-1am39.882.1.2.1E/2-3m39.881.19*8..32.1.32JL-1bm351.162.1.3.12/E-Fm340.320.84*4..84.032*100件2.1.3.24-7/M-Nm34.280.84*5..12.1.3.34-7/N-Pm32.180.84*2..62.1.3.4F/3-4m34.370.84*5..22.1.42JL-1dm34.342.1.4.1F/4-7m34.340.7*6.222.1.52JL-2m386.212.1.5.14-7/P-Qm31.700.6*2.9961-0..074[独立基]2.1.5.24-7/P-Qm30.430.6*1.2207-0..293[独立基]2.1.5.34-7/Q-Rm31.470.6*2.4452.1.5.44-7/Q-Rm30.010.6*1.66-0.955[独立基]2.1.5.54-7/Q-Rm31.170.6*1.9985-0..025[独立基]2.1.5.610-7/C-DDm33.000.6*5.225-0.115[独立基]2.1.5.7E/3-4m31.370.6*2.22782.1.5.8E/4-7m37.920.6*2.221.320*6件件2.1.5.9G/4-7m32.430.6*1.3350.810*3件件2.1.5.100H/4-7m38.640.6*2.441.440*6件件2.1.5.111H/10-7m323.460.6*2.331.380*177件2.1.5.122J/4-7m33.870.6*6.4452.1.5.133J/7-8m30.630.6*1.0052.1.5.144J/7-8m31.290.6*2.1152.1.5.155K/4-7m33.220.6*6.66-0.7442[独立基]2.1.5.166M/4-7m30.480.6*1.775-0.5569[独立基]2.1.5.177M/4-7m33.540.6*2.9951.770*2件件2.1.5.188N/4-7m32.100.6*1.7751.050*2件件2.1.5.199N/4-7m31.910.6*3.11812.1.5.200P-Q/7-8m30.960.6*1.7782-0..107[独立基]2.1.5.211P-Q/7-8m30.930.6*1.6646-0..058[独立基]2.1.5.222P/4-7m31.530.6*2.5552.1.5.233P/4-7m31.590.6*2.6652.1.5.244P/7-8m311.400.6*1.991.140*100件2.1.5.255Q-R/4-7m30.570.6*0.9992-0..022[独立基]2.1.5.266Q/4-7m30.260.6*2.11-0.9998[独立基]2.1.5.277Q/4-7m30.000.6*1.885-1.111[独立基]2.1.5.288Q/4-7m30.330.6*2.665-1.2259[独立基]2.1.62JL-2am386.532.1.6.12/A-Bm348.360.6*1.5550.930*522件2.1.6.22/D-Em32.610.6*1.4450.870*3件件2.1.6.33/C-Dm30.160.6*1.555-0.7775[独立基]2.1.6.43/D-Em30.870.6*1.77-0.155[独立基]2.1.6.53/D-Em30.930.6*1.88-0.155[独立基]2.1.6.64-7/P-Qm30.540.6*0.992.1.6.74-7/P-Qm30.100.6*1-00.5[独立基]2.1.6.87/C-Dm30.310.6*1.88-0.9225[独立基]0.155*2件件2.1.6.97/E-Fm30.930.6*1.66-0.033[独立基]2.1.6.1007/M-Nm32.220.6*1.8851.110*2件件2.1.6.1117/N-Pm31.680.6*2.882.1.6.12210-7/D-EEm36.000.6*5.225-0.115[独立基]3.000*2件件2.1.6.13310-7/D-EEm33.000.6*5.55-0.3[[独立基]2.1.6.14410-7/F-GGm33.000.6*52.1.6.155C/4-7m31.440.6*2.442.1.6.166C/10-7m31.860.6*3.112.1.6.177D/3-4m30.750.6*1.2252.1.6.188D/3-4m30.840.6*2.33-0.5336[独立基]2.1.6.199D/4-7m30.080.6*1.335-0.7735[独立基]2.1.6.200D/4-7m30.810.6*1.3352.1.6.211D/4-7m31.380.6*1.1150.690*2件件2.1.6.222F/10-7m33.600.6*1.550.900*4件件2.1.6.233G/10-7m30.150.6*1.55-0.755[独立基]2.1.6.244G/10-7m34.920.6*2.0051.230*4件件2.1.72JL-2bm310.082.1.7.1D/2-3m310.080.7*1.661.120*9件件3负三层墙、柱、梁梁板砼量及模模板工程量m333.633.1-3KZ1m31.323.1.11/Jm31.32(0.48)**2.95--0.0966[现浇板]3.2-3KZ1am33.903.2.11/Mm32.97(0.36)**2.95--0.0722[现浇板]0.990*3件件3.2.21/Nm30.93(0.36)**2.95--0.1322[现浇板]3.3-3KZ1bm30.763.3.11/Pm30.76(0.36)**2.25--0.0544[现浇板]3.4-3KZ1cm31.943.4.11/Qm30.99(0.36)**2.95--0.0722[现浇板]3.4.22/Qm30.95(0.36)**2.95--0.1088[现浇板]3.5-3KZ1dm30.993.5.13/Qm30.99(0.36)**2.95--0.0722[现浇板]3.6-3KZ1em31.543.6.11/Hm31.54(0.56)**2.95--0.1122[现浇板]3.7-3KZ2m36.613.7.13/Hm31.33(0.48)**2.95--0.0888[现浇板]3.7.23/Lm33.96(0.48)**2.95--0.0966[现浇板]1.320*3件件3.7.33/Pm31.32(0.48)**2.95--0.0944[现浇板]3.8-3KZ2am32.693.8.13/Mm31.34(0.48)**2.95--0.0777[现浇板]3.8.23/Nm31.35(0.48)**2.95--0.0666[现浇板]3.9-3KZ2bm31.543.9.12/Hm31.54(0.56)**2.95--0.1122[现浇板]3.10-3KZ3m33.963.10.12/Mm33.96(0.48)**2.95--0.0966[现浇板]1.320*3件件3.11-3KZ3am33.383.11.12/Nm31.67(0.64)**2.95--0.22[[现浇板]3.11.22/Pm31.71(0.64)**2.95--0.1766[现浇板]3.12-3KZ3bm31.763.12.12/Jm31.76(0.64)**2.95--0.1288[现浇板]3.13-3KZ4m30.843.13.12-3/Nm30.84(0.3)*22.95-00.041[[现浇板]3.14-3KZ5m30.693.14.11-2/Jm30.69(0.25)**2.95--0.05[[现浇板]3.15-3KZ6m30.893.15.12-3/Mm30.89(0.32)**2.95--0.0588[现浇板]3.16-3KZ7m30.833.16.11-2/Hm30.83(0.3)*22.95-00.06[现浇板]45-185CC30现浇单梁框框架梁连续梁梁(泵送商品砼)[C300]m345.164.1-2KL-1m32.184.1.1J/2-3m32.18(0.5*0..65)**9.7-00.97[现浇板]4.2-2KL-1'm30.804.2.1J-K/1-2m30.80(0.25*00.65)*7.6--0.0811[砼柱]-0.3355[现浇板]4.3-2KL-2m33.894.3.1K/1-3m33.89(0.5*0..65)**18.1--0.26[[砼柱]-1.773[现浇板]4.4-2KL-2'm30.864.4.1K/1-(1/OO1)m30.86(0.4*1..13)**2.3-00.184[[现浇板]4.5-2KL-3m33.894.5.1L/1-3m33.89(0.5*0..65)**18.6--0.4222[砼柱]-1.773[现浇板]4.6-2KL-4m31.714.6.1M/1-2m31.71(0.5*0..65)**7.6055-0.766[现浇板]4.7-2KL-4'm30.904.7.1M/2-3m30.90(0.3*0..65)**6.8-00.02[砼柱]-0.4402[现浇板]4.8-2KL-4'''m30.254.8.1L-M/2-3m30.25(0.25*00.65)*2.2002-0.111[现浇板]4.9-2KL-5m33.504.9.1N/3-(1/OO1)m33.50(0.5*1..05)**11.755-0.7335[砼柱]-1.9932[现浇板]4.10-2KL-5'm30.294.10.1N-P/2-3m30.29(0.25*00.65)*3.4005-0.1163[砼柱]-0.0098[现浇板]4.11-2KL-5'''m30.914.11.1N-P/1-3m30.91(0.25*00.7)**7.6-00.119[[交叉]-0.0021[砼柱]-0.2278[现浇板]4.12-2KL-6m34.774.12.1P/1-(1/OO1)m30.63(0.5*0..65)**2.6755-0.0557[砼柱]-0.1188[现浇板]4.12.2P/1-2m31.90(0.5*0..65)**8.7255-0.077[交叉]-0.2296[砼柱]-0.557[现浇板]4.12.3P/2-4m32.25(0.5*0..65)**11.0111-0.1101[交叉]-0.2259[砼柱]-0.9971[现浇板]4.13-2KL-7m35.644.13.11/J-Mm32.98(0.35*00.65)*20.66-0.3887[砼柱]-1.3323[现浇板]4.13.21/M-Nm31.04(0.35*00.65)*7.155-0.0557[交叉]-0.0068[砼柱]-0.4462[现浇板]4.13.31/N-Rm31.63(0.35*00.65)*10.885-0.1144[交叉]-0.2208[砼柱]-0.4488[现浇板]4.14-2KL-8m30.654.14.11-2/G-Km30.65(0.25*00.6)**7.4755-0.0119[交叉]-0.1127[砼柱]-0.3325[现浇板]4.15-2KL-9m35.694.15.12/J-Km31.40(0.5*0..65)**6.9-00.081[[交叉]-0.1146[砼柱]-0.662[现浇板]4.15.22/K-Lm31.42(0.5*0..65)**6.9-00.163[[交叉]-0.0032[砼柱]-0.663[现浇板]4.15.32/L-Mm31.42(0.5*0..65)**6.9-00.081[[交叉]-0.1114[砼柱]-0.663[现浇板]4.15.42/M-Nm31.46(0.5*0..65)**7.15--0.0811[交叉]-0.113[砼柱]-0.665[现浇板]4.16-2KL-9'm30.704.16.12-3/G-Jm30.70(0.25*00.65)*7.3--0.0044[交叉]-0.1175[砼柱]-0.331[现浇板]4.17-2KL-9'''m33.294.17.12/N-Qm33.29(0.5*1..05)**10.655-0.1331[交叉]-0.7735[砼柱]-1.444[现浇板]4.18-2KL-10m30.904.18.12-3/M-Nm30.90(0.25*00.65)*6.8--0.2044[现浇板]4.19-2L-1m30.114.19.1H-J/1-2m30.11(0.2*0..4)*22.8-0..112[现浇板]4.20-2L-2m30.094.20.1H-J/1-2m30.09(0.2*0..4)*22.35-00.094[[现浇板]4.21-2L-3m30.464.21.12-3/M-Nm30.10(0.2*0..4)*11.95-00.008[[交叉]-0.0044[现浇板]4.21.2M-N/2-3m30.35(0.2*0..4)*22.1-0..05[现浇板]0.118*3件件4.22-2L-4m30.734.22.11-2/G-Km30.73(0.25*00.6)**7.4755-0.0119[交叉]-0.3367[现浇板]4.23-2L-5m30.484.23.11-2/K-Lm30.48(0.25*00.5)**6.4-00.32[现浇板]4.24-2L-6m30.674.24.11-2/M-Nm30.67(0.25*00.6)**6.65--0.3333[现浇板]4.25-2L-7m31.744.25.12-3/M-Nm30.87(0.25*00.6)**7.25--0.2177[现浇板]4.25.22-3/M-Pm30.87(0.25*00.6)**7.3755-0.0119[交叉]-0.2217[现浇板]4.26-2L-8m30.054.26.1K-L/1-2m30.05(0.2*0..4)*11.25-00.05[现浇板]55-187CC20现浇圈梁(泵送商品砼)[C300]m32.7465-191CC30现浇砼挡土土墙和地下室室墙(泵送商品砼)[C400]m3331.376.1挡墙m3188.016.1.13/H-Qm3129.80(2.991)*46-00.205[[交叉]-0.002[砼柱]-7.5541[跨层量]6.1.2H/1-2m325.30(2.991)*8.955-0.0001[砼柱]-1.4467[跨层量]6.1.3H/2-4m332.92(2.991)*11.6667-0..061[砼柱]-1.9913[跨层量]6.23Q1-3Q1m395.806.2.11-(1/O1))/H-Jm36.93(0.4*2..95)**6.65--0.5322[现浇板]-0.3385[砼柱]6.2.23/H-Rm345.42(0.4*2..95)**45.7--0.4722[交叉]-3.3388[现浇板]-4.6644[砼柱]6.2.3H/2-(1/OO1)m37.81(0.4*2..95)**8.9-00.712[[现浇板]-1.998[砼柱]6.2.4H/2-3m310.77(0.4*2..95)**10.5225-0.7739[现浇板]-0.9913[砼柱]6.2.5J/1-(1/OO1)m32.63(0.4*2..95)**2.5255-0.1332[现浇板]-0.222[砼柱]6.2.6Q/3-(1/OO1)m322.25(0.4*2..95)**22.0225-1.7786[现浇板]-1.9956[砼柱]6.33Q2-3Q2m347.566.3.1(1/O1)/J--Qm347.56(0.45*22.95)*38.445-3.4483[现浇板]75-199CC30现浇有梁板(泵送商品砼)[C300]m3179.677.1XB120m36.657.1.12-4/M-Nm36.6581.1449*0.122-1.1778[板洞]-1.9911[楼梯]7.2XB200m3173.027.2.11-(1/O1外外)/K-NNm35.2664.9345*0.2--7.7233[楼梯]7.2.22-4/G-Mm358.30299.389*0.2--1.5822[内部]7.2.32-4/N-Rm322.98114.875*0.27.2.43-(1/O1外外)/J-LLm315.5984.6001*0.2--0.7366[内部]-0.5597[楼梯]7.2.53-(1/O1外外)/M-RRm326.09130.425*0.27.2.63-(1/O1))/G-Km39.0769.92*00.2-1..948[板洞]-2.9964[楼梯]7.2.73-(1/O1))/K-Pm335.74190.8*00.2-2..258[内部]-0.1162[板洞]85-203CC20现浇楼梯直直形(泵送商品砼)[C300]10m27.218.1楼梯1-310m21.488.1.11-2/H-J10m21.48([LTD:楼梯梯段]14.5567+[[TJ:梯井]0.2552)/1008.2楼梯2-310m21.598.2.12-4/M-N10m21.59([LTD:楼梯梯段]15.6673+[[TJ:梯井]0.2552)/1008.3自行车坡道-310m24.148.3.11-(1/O1))/J-N10m24.14([LTD:楼梯梯段]41.4400)/11095-298CC30现浇构造柱(非泵送商品品砼)[C300]m35.81第20章模板工程程1720-26矩矩形柱复合木木模板10m213.5917.1-3KZ110m20.4917.1.11/J10m20.49((2.8)**2.95--0.2277[梁断面]-0.443[现浇板]-2.6673[砼外墙])/10017.2-3KZ1a10m22.4317.2.11/M10m21.89((2.4)**2.95--0.4555[梁断面]-0.334[现浇板])/1000.629*3件件17.2.21/N10m20.54((2.4)**2.95--1.5055[梁断面]-0.1158[现浇板])/10017.3-3KZ1b10m20.4217.3.11/P10m20.42((2.4)**2.25--1.1055[梁断面]-0.1105[现浇板])/10017.4-3KZ1c10m20.4917.4.11/Q10m20.26((2.4)**2.95--0.2277[梁断面]-0.3307[现浇板]-3.997[砼外墙])/10017.4.22/Q10m20.23((2.4)**2.95--0.5255[梁断面]-0.338[现浇板]-3.885[砼外墙])/10017.5-3KZ1d10m20.1717.5.13/Q10m20.17((2.4)**2.95--0.24[[现浇板]-5.115[砼外墙])/10017.6-3KZ1e10m20.2817.6.11/H10m20.28((3)*2..95-0..46[现浇板]-5.558[砼外墙])/10017.7-3KZ210m21.6917.7.13/H10m20.17((2.8)**2.95--0.27[[现浇板]-6.334[砼外墙])/10017.7.23/J10m20.39((2.8)**2.95--0.44[[现浇板]-3.997[砼外墙])/10017.7.33/K10m20.42((2.8)**2.95--1.47[[梁断面]-0.444[现浇板]-2.22[砼外墙])/10017.7.43/L10m20.36((2.8)**2.95--0.3255[梁断面]-0.334[现浇板]-3.997[砼外墙])/10017.7.53/P10m20.36((2.8)**2.95--2.1122[梁断面]-0.3335[现浇板]-2.22[砼外墙])/10017.8-3KZ2a10m20.7717.8.13/M10m20.39((2.8)**2.95--0.3522[现浇板]-4.0002[砼外墙])/10017.8.23/N10m20.38((2.8)**2.95--0.1633[梁断面]-0.2298[现浇板]-4.0002[砼外墙])/10017.9-3KZ2b10m20.3917.9.12/H10m20.39((3)*2..95-2..368[梁断面]-0.336[现浇板]-2.221[砼外墙])/10017.10-3KZ310m22.0717.10.12/L10m21.36((2.8)**2.95--1.3[梁断面]-0.116[现浇板])/1000.680*2件件17.10.22/M10m20.71((2.8)**2.95--0.8455[梁断面]-0.2276[现浇板])/10017.11-3KZ3a10m21.5117.11.12/N10m20.76((3.2)**2.95--1.55[[梁断面]-0.2254[现浇板])/10017.11.22/P10m20.75((3.2)**2.95--1.7[梁断面]-0.2265[现浇板])/10017.12-3KZ3b10m20.8517.12.12/J10m20.85((3.2)**2.95--0.4877[梁断面]-0.449[现浇板])/10017.13-3KZ410m20.6017.13.12-3/N10m20.60((2.2)**2.95--0.2033[梁断面]-0.2272[现浇板])/10017.14-3KZ510m20.5217.14.11-2/J10m20.52((2)*2..95-0..475[梁断面]-0.225[现浇板])/10017.15-3KZ610m20.6417.15.12-3/M10m20.64((2.4)**2.95--0.3577[梁断面]-0.229[现浇板])/10017.16-3KZ710m20.2617.16.11-2/H10m20.26((2.2)**2.95--1.3777[梁断面]-0.229[现浇板]-2.22[砼外墙])/1001820-31构构造柱复合木木模板10m27.4618.1GZ200*200010m27.4618.1.11-(1/O1))/J-K10m20.19((0.8)**2.95--0.39[[梁]-0.0024[圈梁]-0.0016[现浇板])/10018.1.21-(1/O1))/J-K10m20.14((0.618))*2.995-0.4441[梁])/10018.1.31-2/H-J10m20.19((0.8)**2.95--0.44[[梁])/10018.1.41-2/H-J10m20.20((0.8)**2.95--0.32[[梁]-0.0024[圈梁]-0.0016[现浇板])/10018.1.51-2/H-J10m20.19((0.8)**2.95--0.46[[梁])/10018.1.61-2/J-K10m20.19((0.8)**2.95--0.3855[梁]-0.0024[圈梁]-0.0054[过梁]-0.0016[现浇板])/10018.1.71-2/J-K10m20.21((0.8)**2.95--0.0722[圈梁]-0.0063[过梁]-0.0088[现浇板])/10018.1.81-2/K-L10m20.19((0.8)**2.95--0.4188[梁]-0.0012[圈梁]-0.0008[现浇板])/10018.1.91-2/K-L10m20.20((0.8)**2.95--0.38[[梁])/10018.1.101-2/M-N10m20.16((0.8)**2.95--0.75[[梁])/10018.1.111-2/M-N10m20.20((0.8)**2.95--0.36[[梁]-0.0024[圈梁]-0.0016[现浇板])/10018.1.121-2/M-N10m20.19((0.8)**2.95--0.42[[梁]-0.0012[圈梁]-0.0008[现浇板])/10018.1.131-2/M-N10m20.44((0.8)**2.95--0.0722[圈梁]-0.0088[现浇板])/1000.220*2件件18.1.141-2/M-N10m20.34((0.8)**2.95--0.63[[梁]-0.0024[圈梁]-0.0016[现浇板])/1000.169*2件件18.1.152-3/L-M10m20.21((0.9)**2.95--0.52[[梁]-0.0012[圈梁]-0.0008[现浇板])/10018.1.162-3/L-M10m20.18((0.8)**2.95--0.52[[梁]-0.002[过梁])/10018.1.172-3/L-M10m20.21((0.9)**2.95--0.5855[梁])/10018.1.182-3/M-N10m20.78((0.8)**2.95--0.4[梁]-0.0012[圈梁])/1000.195*4件件18.1.192-3/M-N10m20.19((0.8)**2.95--0.4[梁]-0.0012[圈梁]-0.001[过梁])/10018.1.202-3/M-N10m20.19((0.8)**2.95--0.4[梁]-0.0012[圈梁]-0.0036[过梁])/10018.1.212-3/M-N10m20.17((0.671))*2.995-0.116[梁]-0.0048[圈梁]-0.0063[过梁])/10018.1.222-3/M-N10m21.66((0.8)**2.95--0.52[[梁])/1000.184*9件件18.1.232-3/M-N10m20.26((0.9)**2.95--0.1088[圈梁])/10018.1.242-3/M-N10m20.18((0.8)**2.95--0.4555[梁]-0.0012[圈梁]-0.007[过梁])/10018.1.252-3/N-P10m20.20((0.8)**2.95--0.34[[梁]-0.0024[圈梁]-0.0036[现浇板])/10018.1.262-3/N-P10m20.20((0.8)**2.95--0.27[[梁]-0.0048[圈梁]-0.0021[过梁]-0.0032[现浇板])/1001920-35挑挑梁单梁连续梁框架梁复合合木模板10m232.9519.1-2KL-110m21.3619.1.1J/2-310m21.36((1.8)**9.7-33.88[现浇板])/10019.2-2KL-1'10m20.8219.2.1J-K/1-210m20.82((1.55)*7.6--0.15[[交叉]-0.6625[砼柱]-2.884[现浇板])/10019.3-2KL-210m22.4219.3.1K/1-310m22.42((1.8)**18.1--0.65[[交叉]-0.779[砼柱]-6.992[现浇板])/10019.4-2KL-2'10m20.5219.4.1K/1-(1/OO1)10m20.52((2.66)*2.3--0.92[[现浇板])/10019.5-2KL-310m22.4219.5.1L/1-310m22.42((1.8)**18.6--0.65[[交叉]-1.669[砼柱]-6.992[现浇板])/10019.6-2KL-410m21.0719.6.1M/1-210m21.07((1.8)**7.6055-3.0442[现浇板])/10019.7-2KL-4'10m20.8019.7.1M/2-310m20.80((1.6)**6.8-00.165[[砼柱]-2.6679[现浇板])/10019.8-2KL-4'''10m20.2519.8.1L-M/2-310m20.25((1.55)*2.2002-0.0004[砼柱]-0.888[现浇板])/10019.9-2KL-510m22.1819.9.1N/3-(1/OO1)10m22.18((2.6)**11.755-1.2888[交叉]-2.3353[砼柱]-1.117[砼外墙]-3.996[现浇板])/10019.10-2KL-5'10m20.3019.10.1N-P/2-310m20.30((1.55)*3.4005-1.5558[砼柱]-0.7768[现浇板])/10019.11-2KL-5'''10m20.9019.11.1N-P/1-310m20.90((1.65)*7.6--1.08[[交叉]-0.224[砼柱]-2.1176[现浇板])/10019.12-2KL-610m22.8819.12.1P/1-(1/OO1)10m20.35((1.8)**2.6755-0.2228[交叉]-0.0087[砼柱]-0.336[砼外墙]-0.669[现浇板])/10019.12.2P/1-210m21.15((1.8)**8.7255-0.5008[交叉]-1.3355[砼柱]-2.3317[现浇板])/10019.12.3P/2-410m21.39((1.8)**11.0111-0.6659[交叉]-1.4429[砼柱]-3.8885[现浇板])/10019.13-2KL-710m24.4419.13.11/J-M10m22.36((1.65)*20.66-2.8006[砼柱]-7.556[现浇板])/10019.13.21/M-N10m20.83((1.65)*7.155-0.4113[交叉]-0.4494[砼柱]-2.664[现浇板])/10019.13.31/N-R10m21.26((1.65)*10.885-1[交叉]-1.5558[砼柱]-2.779[现浇板])/10019.14-2KL-810m20.6819.14.11-2/G-K10m20.68((1.45)*7.4775-0.1181[交叉]-1.2232[砼柱]-2.66[现浇板])/10019.15-2KL-910m23.5919.15.12/J-K10m20.87((1.8)**6.9-00.45[交叉]-0.881[砼柱]-2.448[现浇板])/10019.15.22/K-L10m20.88((1.8)**6.9-00.9[交叉]-0.118[砼柱]-2.552[现浇板])/10019.15.32/L-M10m20.88((1.8)**6.9-00.45[交叉]-0.663[砼柱]-2.552[现浇板])/10019.15.42/M-N10m20.96((1.8)**7.15--0.2888[交叉]-0.8883[砼柱]-2.008[现浇板])/10019.16-2KL-9'10m20.7119.16.12-3/G-J10m20.71((1.55)*7.3--0.04[[交叉]-1.6665[砼柱]-2.448[现浇板])/10019.17-2KL-9'''10m21.9819.17.12/N-Q10m21.98((2.6)**10.655-1.3332[交叉]-2.9958[砼柱]-3.66[现浇板])/10019.18-2KL-1010m20.8919.18.12-3/M-N10m20.89((1.55)*6.8--1.6322[现浇板])/10019.19-2L-110m20.1719.19.1H-J/1-210m20.17((1)*2..8-1.112[现浇板])/10019.20-2L-210m20.1419.20.1H-J/1-210m20.14((1)*2..35-0..94[现浇板])/10019.21-2L-310m20.6119.21.12-3/M-N10m20.14((1)*1..95-0..1[交叉]-0.4444[现浇板])/10019.21.2M-N/2-310m20.32((1)*2..1-0.5504[现浇板])/1000.160*2件件19.21.3M-N/2-310m20.15((1)*2..1-0.008[交叉]-0.448[现浇板])/10019.22-2L-410m20.7319.22.11-2/G-K10m20.73((1.45)*7.4775-0.1181[框架梁]-0.558[砼外墙]-2.778[现浇板])/10019.23-2L-510m20.5419.23.11-2/K-L10m20.54((1.25)*6.4--2.56[[现浇板])/10019.24-2L-610m20.7019.24.11-2/M-N10m20.70((1.45)*6.655-2.666[现浇板])/10019.25-2L-710m21.7619.25.12-3/M-N10m20.88((1.45)*7.255-1.744[现浇板])/10019.25.22-3/M-P10m20.88((1.45)*7.3775-0.1181[框架梁]-1.774[现浇板])/10019.26-2L-810m20.0819.26.1K-L/1-210m20.08((1)*1..25-0..5[现浇板])/1002020-41圈圈梁地坑支撑梁梁复合木模板板10m20.0020.1QL200*122010m20.0020.1.11-(1/O1))/J-N10m20.00((0.24)*20.22-0.4332[砼柱]-0.4408[构造柱]-0.4432[过梁]-3.5576[现浇板])/10020.1.21-(1/O1))/M-N10m20.00((0.24)*1.7--0.0244[砼柱]-0.0048[构造柱]-0.3336[现浇板])/10020.1.31-2/G-H10m20.00((0.24)*0.3661-0.0048[现浇板])/10020.1.41-2/G-J10m20.00((0.24)*3.1--0.0488[构造柱]-0.6696[现浇板])/100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1-(1/O1))/G-Hm36.26(0.35*44.5)**4.2555-0.1228[现浇板]-0.3309[砼柱]6.2.2J/1-(1/OO1)m33.07(0.35*33.95)*2.5--0.1877[现浇板]-0.1196[砼柱]6.2.3Q/2-3m312.82(0.35*33.9)**10.6--0.2733[交叉]-0.7732[现浇板]-0.6644[砼柱]6.2.4Q/3-4m35.44(0.35*33.95)*4.2--0.3677[现浇板]6.3Q8-Q8m318.846.3.1(1/O1)/J--Km310.99(0.45*33.95)*6.5775-0.6699[现浇板]6.3.2(1/O1)/N--Pm37.85(0.45*33.95)*4.7--0.4999[现浇板]6.4Q9-Q9m335.766.4.1(1/O1)/K--Nm335.43(0.45*33.95)*21.22-2.2553[现浇板]6.4.2(1/O1)/P--Qm30.33(0.45*33.95)*0.2--0.0211[现浇板]6.5Q10-Q10m315.116.5.1Q/2-(1/OO1)m315.11(0.4*3..9)*111.35--1.1355[现浇板]-1.446[砼柱]6.6Q11-Q11m39.856.6.1(1/O1)/P--Qm30.17(0.45*33.95)*0.1--0.0111[现浇板]6.6.2(1/O1)/P--Qm39.68(0.45*33.9)**5.7-00.176[[交叉]-0.1143[现浇板]75-199CC30现浇有梁板(泵送商品砼)[C300]m3230.057.1XB180m321.777.