地上層地下層商業(yè)綜合樓工程工程量計算

附件附件附件附件1：工程計算書序號構件信息單位工程量計算式備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現(xiàn)澆基礎梁梁地坑支撐梁梁(泵送商品砼)[C300]m3299.122.10層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[獨立基]2.1.5.24-7/P-Qm30.430.6*1.2207-0..293[獨立基]2.1.5.34-7/Q-Rm31.470.6*2.4452.1.5.44-7/Q-Rm30.010.6*1.66-0.955[獨立基]2.1.5.54-7/Q-Rm31.170.6*1.9985-0..025[獨立基]2.1.5.610-7/C-DDm33.000.6*5.225-0.115[獨立基]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[獨立基]2.1.5.166M/4-7m30.480.6*1.775-0.5569[獨立基]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[獨立基]2.1.5.211P-Q/7-8m30.930.6*1.6646-0..058[獨立基]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[獨立基]2.1.5.266Q/4-7m30.260.6*2.11-0.9998[獨立基]2.1.5.277Q/4-7m30.000.6*1.885-1.111[獨立基]2.1.5.288Q/4-7m30.330.6*2.665-1.2259[獨立基]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[獨立基]2.1.6.43/D-Em30.870.6*1.77-0.155[獨立基]2.1.6.53/D-Em30.930.6*1.88-0.155[獨立基]2.1.6.64-7/P-Qm30.540.6*0.992.1.6.74-7/P-Qm30.100.6*1-00.5[獨立基]2.1.6.87/C-Dm30.310.6*1.88-0.9225[獨立基]0.155*2件件2.1.6.97/E-Fm30.930.6*1.66-0.033[獨立基]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[獨立基]3.000*2件件2.1.6.13310-7/D-EEm33.000.6*5.55-0.3[[獨立基]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[獨立基]2.1.6.199D/4-7m30.080.6*1.335-0.7735[獨立基]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[獨立基]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負三層墻、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[現(xiàn)澆板]3.2-3KZ1am33.903.2.11/Mm32.97(0.36)**2.95--0.0722[現(xiàn)澆板]0.990*3件件3.2.21/Nm30.93(0.36)**2.95--0.1322[現(xiàn)澆板]3.3-3KZ1bm30.763.3.11/Pm30.76(0.36)**2.25--0.0544[現(xiàn)澆板]3.4-3KZ1cm31.943.4.11/Qm30.99(0.36)**2.95--0.0722[現(xiàn)澆板]3.4.22/Qm30.95(0.36)**2.95--0.1088[現(xiàn)澆板]3.5-3KZ1dm30.993.5.13/Qm30.99(0.36)**2.95--0.0722[現(xiàn)澆板]3.6-3KZ1em31.543.6.11/Hm31.54(0.56)**2.95--0.1122[現(xiàn)澆板]3.7-3KZ2m36.613.7.13/Hm31.33(0.48)**2.95--0.0888[現(xiàn)澆板]3.7.23/Lm33.96(0.48)**2.95--0.0966[現(xiàn)澆板]1.320*3件件3.7.33/Pm31.32(0.48)**2.95--0.0944[現(xiàn)澆板]3.8-3KZ2am32.693.8.13/Mm31.34(0.48)**2.95--0.0777[現(xiàn)澆板]3.8.23/Nm31.35(0.48)**2.95--0.0666[現(xiàn)澆板]3.9-3KZ2bm31.543.9.12/Hm31.54(0.56)**2.95--0.1122[現(xiàn)澆板]3.10-3KZ3m33.963.10.12/Mm33.96(0.48)**2.95--0.0966[現(xiàn)澆板]1.320*3件件3.11-3KZ3am33.383.11.12/Nm31.67(0.64)**2.95--0.22[[現(xiàn)澆板]3.11.22/Pm31.71(0.64)**2.95--0.1766[現(xiàn)澆板]3.12-3KZ3bm31.763.12.12/Jm31.76(0.64)**2.95--0.1288[現(xiàn)澆板]3.13-3KZ4m30.843.13.12-3/Nm30.84(0.3)*22.95-00.041[[現(xiàn)澆板]3.14-3KZ5m30.693.14.11-2/Jm30.69(0.25)**2.95--0.05[[現(xiàn)澆板]3.15-3KZ6m30.893.15.12-3/Mm30.89(0.32)**2.95--0.0588[現(xiàn)澆板]3.16-3KZ7m30.833.16.11-2/Hm30.83(0.3)*22.95-00.06[現(xiàn)澆板]45-185CC30現(xiàn)澆單梁框框架梁連續(xù)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[現(xiàn)澆板]4.2-2KL-1'm30.804.2.1J-K/1-2m30.80(0.25*00.65)*7.6--0.0811[砼柱]-0.3355[現(xiàn)澆板]4.3-2KL-2m33.894.3.1K/1-3m33.89(0.5*0..65)**18.1--0.26[[砼柱]-1.773[現(xiàn)澆板]4.4-2KL-2'm30.864.4.1K/1-(1/OO1)m30.86(0.4*1..13)**2.3-00.184[[現(xiàn)澆板]4.5-2KL-3m33.894.5.1L/1-3m33.89(0.5*0..65)**18.6--0.4222[砼柱]-1.773[現(xiàn)澆板]4.6-2KL-4m31.714.6.1M/1-2m31.71(0.5*0..65)**7.6055-0.766[現(xiàn)澆板]4.7-2KL-4'm30.904.7.1M/2-3m30.90(0.3*0..65)**6.8-00.02[砼柱]-0.4402[現(xiàn)澆板]4.8-2KL-4'''m30.254.8.1L-M/2-3m30.25(0.25*00.65)*2.2002-0.111[現(xiàn)澆板]4.9-2KL-5m33.504.9.1N/3-(1/OO1)m33.50(0.5*1..05)**11.755-0.7335[砼柱]-1.9932[現(xiàn)澆板]4.10-2KL-5'm30.294.10.1N-P/2-3m30.29(0.25*00.65)*3.4005-0.1163[砼柱]-0.0098[現(xiàn)澆板]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[現(xiàn)澆板]4.12-2KL-6m34.774.12.1P/1-(1/OO1)m30.63(0.5*0..65)**2.6755-0.0557[砼柱]-0.1188[現(xiàn)澆板]4.12.2P/1-2m31.90(0.5*0..65)**8.7255-0.077[交叉]-0.2296[砼柱]-0.557[現(xiàn)澆板]4.12.3P/2-4m32.25(0.5*0..65)**11.0111-0.1101[交叉]-0.2259[砼柱]-0.9971[現(xiàn)澆板]4.13-2KL-7m35.644.13.11/J-Mm32.98(0.35*00.65)*20.66-0.3887[砼柱]-1.3323[現(xiàn)澆板]4.13.21/M-Nm31.04(0.35*00.65)*7.155-0.0557[交叉]-0.0068[砼柱]-0.4462[現(xiàn)澆板]4.13.31/N-Rm31.63(0.35*00.65)*10.885-0.1144[交叉]-0.2208[砼柱]-0.4488[現(xiàn)澆板]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[現(xiàn)澆板]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[現(xiàn)澆板]4.15.22/K-Lm31.42(0.5*0..65)**6.9-00.163[[交叉]-0.0032[砼柱]-0.663[現(xiàn)澆板]4.15.32/L-Mm31.42(0.5*0..65)**6.9-00.081[[交叉]-0.1114[砼柱]-0.663[現(xiàn)澆板]4.15.42/M-Nm31.46(0.5*0..65)**7.15--0.0811[交叉]-0.113[砼柱]-0.665[現(xiàn)澆板]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[現(xiàn)澆板]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[現(xiàn)澆板]4.18-2KL-10m30.904.18.12-3/M-Nm30.90(0.25*00.65)*6.8--0.2044[現(xiàn)澆板]4.19-2L-1m30.114.19.1H-J/1-2m30.11(0.2*0..4)*22.8-0..112[現(xiàn)澆板]4.20-2L-2m30.094.20.1H-J/1-2m30.09(0.2*0..4)*22.35-00.094[[現(xiàn)澆板]4.21-2L-3m30.464.21.12-3/M-Nm30.10(0.2*0..4)*11.95-00.008[[交叉]-0.0044[現(xiàn)澆板]4.21.2M-N/2-3m30.35(0.2*0..4)*22.1-0..05[現(xiàn)澆板]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[現(xiàn)澆板]4.23-2L-5m30.484.23.11-2/K-Lm30.48(0.25*00.5)**6.4-00.32[現(xiàn)澆板]4.24-2L-6m30.674.24.11-2/M-Nm30.67(0.25*00.6)**6.65--0.3333[現(xiàn)澆板]4.25-2L-7m31.744.25.12-3/M-Nm30.87(0.25*00.6)**7.25--0.2177[現(xiàn)澆板]4.25.22-3/M-Pm30.87(0.25*00.6)**7.3755-0.0119[交叉]-0.2217[現(xiàn)澆板]4.26-2L-8m30.054.26.1K-L/1-2m30.05(0.2*0..4)*11.25-00.05[現(xiàn)澆板]55-187CC20現(xiàn)澆圈梁(泵送商品砼)[C300]m32.7465-191CC30現(xiàn)澆砼擋土土墻和地下室室墻(泵送商品砼)[C400]m3331.376.1擋墻m3188.016.1.13/H-Qm3129.80(2.991)*46-00.205[[交叉]-0.002[砼柱]-7.5541[跨層量]6.1.2H/1-2m325.30(2.991)*8.955-0.0001[砼柱]-1.4467[跨層量]6.1.3H/2-4m332.92(2.991)*11.6667-0..061[砼柱]-1.9913[跨層量]6.23Q1-3Q1m395.806.2.11-(1/O1))/H-Jm36.93(0.4*2..95)**6.65--0.5322[現(xiàn)澆板]-0.3385[砼柱]6.2.23/H-Rm345.42(0.4*2..95)**45.7--0.4722[交叉]-3.3388[現(xiàn)澆板]-4.6644[砼柱]6.2.3H/2-(1/OO1)m37.81(0.4*2..95)**8.9-00.712[[現(xiàn)澆板]-1.998[砼柱]6.2.4H/2-3m310.77(0.4*2..95)**10.5225-0.7739[現(xiàn)澆板]-0.9913[砼柱]6.2.5J/1-(1/OO1)m32.63(0.4*2..95)**2.5255-0.1332[現(xiàn)澆板]-0.222[砼柱]6.2.6Q/3-(1/OO1)m322.25(0.4*2..95)**22.0225-1.7786[現(xiàn)澆板]-1.9956[砼柱]6.33Q2-3Q2m347.566.3.1(1/O1)/J--Qm347.56(0.45*22.95)*38.445-3.4483[現(xiàn)澆板]75-199CC30現(xiàn)澆有梁板(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[樓梯]7.2XB200m3173.027.2.11-(1/O1外外)/K-NNm35.2664.9345*0.2--7.7233[樓梯]7.2.22-4/G-Mm358.30299.389*0.2--1.5822[內(nèi)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[內(nèi)部]-0.5597[樓梯]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[樓梯]7.2.73-(1/O1))/K-Pm335.74190.8*00.2-2..258[內(nèi)部]-0.1162[板洞]85-203CC20現(xiàn)澆樓梯直直形(泵送商品砼)[C300]10m27.218.1樓梯1-310m21.488.1.11-2/H-J10m21.48([LTD:樓梯梯段]14.5567+[[TJ:梯井]0.2552)/1008.2樓梯2-310m21.598.2.12-4/M-N10m21.59([LTD:樓梯梯段]15.6673+[[TJ:梯井]0.2552)/1008.3自行車坡道-310m24.148.3.11-(1/O1))/J-N10m24.14([LTD:樓梯梯段]41.4400)/11095-298CC30現(xiàn)澆構造柱(非泵送商品品砼)[C300]m35.81第20章模板工程程1720-26矩矩形柱復合木木模板10m213.5917.1-3KZ110m20.4917.1.11/J10m20.49((2.8)**2.95--0.2277[梁斷面]-0.443[現(xiàn)澆板]-2.6673[砼外墻])/10017.2-3KZ1a10m22.4317.2.11/M10m21.89((2.4)**2.95--0.4555[梁斷面]-0.334[現(xiàn)澆板])/1000.629*3件件17.2.21/N10m20.54((2.4)**2.95--1.5055[梁斷面]-0.1158[現(xiàn)澆板])/10017.3-3KZ1b10m20.4217.3.11/P10m20.42((2.4)**2.25--1.1055[梁斷面]-0.1105[現(xiàn)澆板])/10017.4-3KZ1c10m20.4917.4.11/Q10m20.26((2.4)**2.95--0.2277[梁斷面]-0.3307[現(xiàn)澆板]-3.997[砼外墻])/10017.4.22/Q10m20.23((2.4)**2.95--0.5255[梁斷面]-0.338[現(xiàn)澆板]-3.885[砼外墻])/10017.5-3KZ1d10m20.1717.5.13/Q10m20.17((2.4)**2.95--0.24[[現(xiàn)澆板]-5.115[砼外墻])/10017.6-3KZ1e10m20.2817.6.11/H10m20.28((3)*2..95-0..46[現(xiàn)澆板]-5.558[砼外墻])/10017.7-3KZ210m21.6917.7.13/H10m20.17((2.8)**2.95--0.27[[現(xiàn)澆板]-6.334[砼外墻])/10017.7.23/J10m20.39((2.8)**2.95--0.44[[現(xiàn)澆板]-3.997[砼外墻])/10017.7.33/K10m20.42((2.8)**2.95--1.47[[梁斷面]-0.444[現(xiàn)澆板]-2.22[砼外墻])/10017.7.43/L10m20.36((2.8)**2.95--0.3255[梁斷面]-0.334[現(xiàn)澆板]-3.997[砼外墻])/10017.7.53/P10m20.36((2.8)**2.95--2.1122[梁斷面]-0.3335[現(xiàn)澆板]-2.22[砼外墻])/10017.8-3KZ2a10m20.7717.8.13/M10m20.39((2.8)**2.95--0.3522[現(xiàn)澆板]-4.0002[砼外墻])/10017.8.23/N10m20.38((2.8)**2.95--0.1633[梁斷面]-0.2298[現(xiàn)澆板]-4.0002[砼外墻])/10017.9-3KZ2b10m20.3917.9.12/H10m20.39((3)*2..95-2..368[梁斷面]-0.336[現(xiàn)澆板]-2.221[砼外墻])/10017.10-3KZ310m22.0717.10.12/L10m21.36((2.8)**2.95--1.3[梁斷面]-0.116[現(xiàn)澆板])/1000.680*2件件17.10.22/M10m20.71((2.8)**2.95--0.8455[梁斷面]-0.2276[現(xiàn)澆板])/10017.11-3KZ3a10m21.5117.11.12/N10m20.76((3.2)**2.95--1.55[[梁斷面]-0.2254[現(xiàn)澆板])/10017.11.22/P10m20.75((3.2)**2.95--1.7[梁斷面]-0.2265[現(xiàn)澆板])/10017.12-3KZ3b10m20.8517.12.12/J10m20.85((3.2)**2.95--0.4877[梁斷面]-0.449[現(xiàn)澆板])/10017.13-3KZ410m20.6017.13.12-3/N10m20.60((2.2)**2.95--0.2033[梁斷面]-0.2272[現(xiàn)澆板])/10017.14-3KZ510m20.5217.14.11-2/J10m20.52((2)*2..95-0..475[梁斷面]-0.225[現(xiàn)澆板])/10017.15-3KZ610m20.6417.15.12-3/M10m20.64((2.4)**2.95--0.3577[梁斷面]-0.229[現(xiàn)澆板])/10017.16-3KZ710m20.2617.16.11-2/H10m20.26((2.2)**2.95--1.3777[梁斷面]-0.229[現(xiàn)澆板]-2.22[砼外墻])/1001820-31構構造柱復合木木模板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[現(xiàn)澆板])/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[現(xiàn)澆板])/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[過梁]-0.0016[現(xiàn)澆板])/10018.1.71-2/J-K10m20.21((0.8)**2.95--0.0722[圈梁]-0.0063[過梁]-0.0088[現(xiàn)澆板])/10018.1.81-2/K-L10m20.19((0.8)**2.95--0.4188[梁]-0.0012[圈梁]-0.0008[現(xiàn)澆板])/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[現(xiàn)澆板])/10018.1.121-2/M-N10m20.19((0.8)**2.95--0.42[[梁]-0.0012[圈梁]-0.0008[現(xiàn)澆板])/10018.1.131-2/M-N10m20.44((0.8)**2.95--0.0722[圈梁]-0.0088[現(xiàn)澆板])/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[現(xiàn)澆板])/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[現(xiàn)澆板])/10018.1.162-3/L-M10m20.18((0.8)**2.95--0.52[[梁]-0.002[過梁])/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[過梁])/10018.1.202-3/M-N10m20.19((0.8)**2.95--0.4[梁]-0.0012[圈梁]-0.0036[過梁])/10018.1.212-3/M-N10m20.17((0.671))*2.995-0.116[梁]-0.0048[圈梁]-0.0063[過梁])/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[過梁])/10018.1.252-3/N-P10m20.20((0.8)**2.95--0.34[[梁]-0.0024[圈梁]-0.0036[現(xiàn)澆板])/10018.1.262-3/N-P10m20.20((0.8)**2.95--0.27[[梁]-0.0048[圈梁]-0.0021[過梁]-0.0032[現(xiàn)澆板])/1001920-35挑挑梁單梁連續(xù)梁框架梁復合合木模板10m232.9519.1-2KL-110m21.3619.1.1J/2-310m21.36((1.8)**9.7-33.88[現(xiàn)澆板])/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[現(xiàn)澆板])/10019.3-2KL-210m22.4219.3.1K/1-310m22.42((1.8)**18.1--0.65[[交叉]-0.779[砼柱]-6.992[現(xiàn)澆板])/10019.4-2KL-2'10m20.5219.4.1K/1-(1/OO1)10m20.52((2.66)*2.3--0.92[[現(xiàn)澆板])/10019.5-2KL-310m22.4219.5.1L/1-310m22.42((1.8)**18.6--0.65[[交叉]-1.669[砼柱]-6.992[現(xiàn)澆板])/10019.6-2KL-410m21.0719.6.1M/1-210m21.07((1.8)**7.6055-3.0442[現(xiàn)澆板])/10019.7-2KL-4'10m20.8019.7.1M/2-310m20.80((1.6)**6.8-00.165[[砼柱]-2.6679[現(xiàn)澆板])/10019.8-2KL-4'''10m20.2519.8.1L-M/2-310m20.25((1.55)*2.2002-0.0004[砼柱]-0.888[現(xiàn)澆板])/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[砼外墻]-3.996[現(xiàn)澆板])/10019.10-2KL-5'10m20.3019.10.1N-P/2-310m20.30((1.55)*3.4005-1.5558[砼柱]-0.7768[現(xiàn)澆板])/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[現(xiàn)澆板])/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[砼外墻]-0.669[現(xiàn)澆板])/10019.12.2P/1-210m21.15((1.8)**8.7255-0.5008[交叉]-1.3355[砼柱]-2.3317[現(xiàn)澆板])/10019.12.3P/2-410m21.39((1.8)**11.0111-0.6659[交叉]-1.4429[砼柱]-3.8885[現(xiàn)澆板])/10019.13-2KL-710m24.4419.13.11/J-M10m22.36((1.65)*20.66-2.8006[砼柱]-7.556[現(xiàn)澆板])/10019.13.21/M-N10m20.83((1.65)*7.155-0.4113[交叉]-0.4494[砼柱]-2.664[現(xiàn)澆板])/10019.13.31/N-R10m21.26((1.65)*10.885-1[交叉]-1.5558[砼柱]-2.779[現(xiàn)澆板])/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[現(xiàn)澆板])/10019.15-2KL-910m23.5919.15.12/J-K10m20.87((1.8)**6.9-00.45[交叉]-0.881[砼柱]-2.448[現(xiàn)澆板])/10019.15.22/K-L10m20.88((1.8)**6.9-00.9[交叉]-0.118[砼柱]-2.552[現(xiàn)澆板])/10019.15.32/L-M10m20.88((1.8)**6.9-00.45[交叉]-0.663[砼柱]-2.552[現(xiàn)澆板])/10019.15.42/M-N10m20.96((1.8)**7.15--0.2888[交叉]-0.8883[砼柱]-2.008[現(xiàn)澆板])/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[現(xiàn)澆板])/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[現(xiàn)澆板])/10019.18-2KL-1010m20.8919.18.12-3/M-N10m20.89((1.55)*6.8--1.6322[現(xiàn)澆板])/10019.19-2L-110m20.1719.19.1H-J/1-210m20.17((1)*2..8-1.112[現(xiàn)澆板])/10019.20-2L-210m20.1419.20.1H-J/1-210m20.14((1)*2..35-0..94[現(xiàn)澆板])/10019.21-2L-310m20.6119.21.12-3/M-N10m20.14((1)*1..95-0..1[交叉]-0.4444[現(xiàn)澆板])/10019.21.2M-N/2-310m20.32((1)*2..1-0.5504[現(xiàn)澆板])/1000.160*2件件19.21.3M-N/2-310m20.15((1)*2..1-0.008[交叉]-0.448[現(xiàn)澆板])/10019.22-2L-410m20.7319.22.11-2/G-K10m20.73((1.45)*7.4775-0.1181[框架梁]-0.558[砼外墻]-2.778[現(xiàn)澆板])/10019.23-2L-510m20.5419.23.11-2/K-L10m20.54((1.25)*6.4--2.56[[現(xiàn)澆板])/10019.24-2L-610m20.7019.24.11-2/M-N10m20.70((1.45)*6.655-2.666[現(xiàn)澆板])/10019.25-2L-710m21.7619.25.12-3/M-N10m20.88((1.45)*7.255-1.744[現(xiàn)澆板])/10019.25.22-3/M-P10m20.88((1.45)*7.3775-0.1181[框架梁]-1.774[現(xiàn)澆板])/10019.26-2L-810m20.0819.26.1K-L/1-210m20.08((1)*1..25-0..5[現(xiàn)澆板])/1002020-41圈圈梁地坑支撐梁梁復合木模板板10m20.0020.1QL200*122010m20.0020.1.11-(1/O1))/J-N10m20.00((0.24)*20.22-0.4332[砼柱]-0.4408[構造柱]-0.4432[過梁]-3.5576[現(xiàn)澆板])/10020.1.21-(1/O1))/M-N10m20.00((0.24)*1.7--0.0244[砼柱]-0.0048[構造柱]-0.3336[現(xiàn)澆板])/10020.1.31-2/G-H10m20.00((0.24)*0.3661-0.0048[現(xiàn)澆板])/10020.1.41-2/G-J10m20.00((0.24)*3.1--0.0488[構造柱]-0.6696[現(xiàn)澆板])/10020.1.51-2/H-J10m20.00((0.24)*2.7--0.0488[構造柱]-0.66[現(xiàn)澆板])/10020.1.61-2/H-J10m20.00((0.24)*3.8--0.0488[構造柱]-0.8864[現(xiàn)澆板])/10020.1.71-2/H-K10m20.00((0.24)*1-0..096[構造柱]-0.1144[現(xiàn)澆板])/1000.000*2件件20.1.81-2/J-K10m20.00((0.24)*3-0..096[構造柱]-0.6624[現(xiàn)澆板])/10020.1.91-2/K-L10m20.00((0.24)*0.8--0.0966[構造柱]-0.0096[現(xiàn)澆板])/1000.000*3件件20.1.101-2/M-N10m20.00((0.24)*1.7--0.0966[構造柱]-0.3312[現(xiàn)澆板])/10020.1.111-2/M-N10m20.00((0.24)*2.1--0.0966[構造柱]-0.4408[現(xiàn)澆板])/10020.1.121-2/M-N10m20.00((0.24)*0.4--0.0966[構造柱])/10020.1.132-3/H-K10m20.00((0.24)*6.8--0.0722[砼柱]-0.0096[構造柱]-1.4464[現(xiàn)澆板])/10020.1.142-3/K-L10m20.00((0.24)*0.8--0.0244[砼柱]-0.0048[構造柱]-0.112[現(xiàn)澆板])/10020.1.152-3/L-N10m20.00((0.24)*2.155-0.0772[構造柱]-0.4444[現(xiàn)澆板])/10020.1.162-3/L-N10m20.00((0.24)*2.155-0.0996[構造柱]-0.442[現(xiàn)澆板])/1000.000*2件件20.1.172-3/M-N10m20.00((0.24)*0.6--0.0488[構造柱]-0.0096[現(xiàn)澆板])/10020.1.182-3/M-N10m20.00((0.24)*2-0..096[構造柱]-0.3384[現(xiàn)澆板])/10020.1.192-3/M-P10m20.00((0.24)*6.7--0.12[[砼柱]-0.1144[構造柱]-1.3344[現(xiàn)澆板])/10020.1.202-3/M-P10m20.00((0.24)*2.655-0.0996[構造柱]-0.554[現(xiàn)澆板])/1000.000*2件件20.1.212-3/N-P10m20.00((0.24)*1-0..108[砼柱]-0.0048[構造柱]-0.0084[現(xiàn)澆板])/10020.1.22H-J/1-210m20.00((0.24)*2.9998-0.0096[構造柱]-0.6624[現(xiàn)澆板])/10020.1.23H-J/2-(11/O1)10m20.00((0.24)*2.6775-0.0048[構造柱]-0.5594[現(xiàn)澆板])/10020.1.24J-K/1-(11/O1)10m20.00((0.24)*2.6225-0.0048[構造柱]-0.5582[現(xiàn)澆板])/10020.1.25J-K/1-210m20.00((0.24)*2.1--0.0488[構造柱]-0.4456[現(xiàn)澆板])/10020.1.26J-K/1-310m20.00((0.24)*6.2--0.2888[砼柱]-0.0048[構造柱]-1.1152[現(xiàn)澆板])/10020.1.27J-K/2-(11/O1)10m20.00((0.24)*2.6--0.0966[構造柱]-0.5528[現(xiàn)澆板])/10020.1.28K-L/1-310m20.00((0.24)*1.755-0.0996[構造柱]-0.3324[現(xiàn)澆板])/1000.000*2件件20.1.29K-L/1-310m20.00((0.24)*1.755-0.1668[砼柱]-0.0048[構造柱]-0.2204[現(xiàn)澆板])/10020.1.30L-M/2-310m20.00((0.24)*1.355-0.0996[構造柱]-0.2228[現(xiàn)澆板])/10020.1.31L-M/2-310m20.00((0.24)*1.055-0.0448[構造柱]-0.2204[現(xiàn)澆板])/10020.1.32L-M/2-310m20.00((0.24)*4.155-0.1992[砼柱]-0.0096[構造柱]-0.7708[現(xiàn)澆板])/10020.1.33L-M/2-310m20.00((0.24)*0.955-0.0996[構造柱]-0.1132[現(xiàn)澆板])/10020.1.34M-N/1-210m20.00((0.24)*4.2--0.0966[構造柱]-0.9912[現(xiàn)澆板])/1000.000*2件件20.1.35M-N/2-(11/O1)10m20.00((0.24)*0.9--0.0966[構造柱]-0.112[現(xiàn)澆板])/1000.000*2件件20.1.36M-N/2-(11/O1)10m20.00((0.24)*0.9--0.12[[砼柱]-0.0048[構造柱]-0.0048[現(xiàn)澆板])/10020.1.37M-N/2-310m20.00((0.24)*1.355-0.1009[構造柱]-0.2215[現(xiàn)澆板])/10020.1.38M-N/2-310m20.00((0.24)*0.955-0.0883[構造柱]-0.1145[現(xiàn)澆板])/10020.1.39M-N/2-310m20.00((0.24)*1.6225-0.0048[構造柱]-0.3342[現(xiàn)澆板])/10020.1.40N-P/2-310m20.00((0.24)*1.1--0.0966[構造柱]-0.1168[現(xiàn)澆板])/10020.1.41N-P/2-310m20.00((0.24)*2.3--0.0966[構造柱]-0.4456[現(xiàn)澆板])/1000.000*3件件20.1.42N-P/2-310m20.00((0.24)*2.4--0.0244[砼柱]-0.0048[構造柱]-0.5504[現(xiàn)澆板])/10020.1.43N-P/2-310m20.00((0.24)*2.8--0.0966[砼柱]-0.5576[現(xiàn)澆板])/10020.1.44P/2-310m20.00((0.24)*1.1--0.0244[砼柱]-0.0048[構造柱]-0.1192[現(xiàn)澆板])/1002120-48地地下室外墻墻墻厚300mm復合木模板板10m272.3721.13Q1-3Q110m250.5221.1.11-(1/O1))/H-J10m23.69((2*2.995)*66.65-11.033[[砼柱斷面]-1.227[現(xiàn)澆板])/10021.1.23/H-R10m224.39((2*2.995)*445.7-11.18[交叉]-15..93[砼柱斷面]-0.998[梁斷面]-7.6692[現(xiàn)澆板])/10021.1.3H/2-(1/OO1)10m23.91((2*2.995)*88.9-8..26[砼柱斷面]-2.226[梁斷面]-2.99[現(xiàn)澆板])/10021.1.4H/2-310m25.56((2*2.995)*110.5255-3.0998[砼柱斷面]-1.447[梁斷面]-1.994[現(xiàn)澆板])/10021.1.5J/1-(1/OO1)10m21.33((2*2.995)*22.525--1.18[[砼柱斷面]-0.4465[現(xiàn)澆板])/10021.1.6Q/3-(1/OO1)10m211.64((2*2.995)*222.0255-2.366[交叉]-4.772[砼柱斷面]-6.443[現(xiàn)澆板])/10021.23Q2-3Q210m221.8521.2.1(1/O1)/J--Q10m221.85((2*2.995)*338.45--0.85[[梁斷面]-7.5515[現(xiàn)澆板])/1002220-59現(xiàn)現(xiàn)澆板厚度20cm內(nèi)復合木模模板10m276.1922.1XB12010m24.5322.1.12-4/M-N10m24.53(81.145+25.66*0.112[洞側壁]-9.8815[板洞]-6.3351[框架梁]-5.2255[次梁]-0.8815[圈梁]-2.9958[砼外墻]-0.4471[811.145[[板面積]>0.33m2柱]-13..138[樓梯]-0.1105[砼柱])/10022.2XB20010m271.6622.2.11-(1/O1外外)/K-NN10m20.91(64.935--8.7011[框架梁]-9.3313[砼外墻]-37..835[樓梯])/10022.2.22-4/G-M10m225.97(299.3911+1.1151*00.2[洞側壁]-6.9963[內(nèi)部]-17..39[框架梁]-14..626[砼外墻]-0.993[2999.389[[板面積]>0.33m2柱]-0.0005[磚內(nèi)墻])/10022.2.32-4/N-R10m29.65(114.8766-9.7774[框架梁]-8.114[砼外墻]-0.0079[1114.8755[板面積]>0.33m2柱]-0.335[磚內(nèi)墻])/10022.2.43-(1/O1外外)/J-LL10m26.35(84.6+22.575*0.2[[洞側壁]-3.668[內(nèi)部]-9.9949[框架梁]-0.0013[次梁]-3.6632[砼外墻]-0.221[84..6[板面積]>0.33m2柱]-2.6645[樓梯]-1.551[磚內(nèi)墻])/10022.2.53-(1/O1外外)/M-RR10m210.11(130.4255-20.1109[框架梁]-8.995[砼外墻]-0.227[1300.425[[板面積]>0.33m2柱])/10022.2.63-(1/O1))/G-K10m23.35(69.92++17.555*0.22[洞側壁]-9.774[板洞]-5.6682[框架梁]-2.883[次梁]-6.0069[砼外墻]-0.8805[699.92[板面積]>0.33m2柱]-14..681[樓梯]-0.0008[磚內(nèi)墻]-0.0075[砼柱])/10022.2.73-(1/O1))/K-P10m215.31(190.8011+3.88*0.22[洞側壁]-9.9938[內(nèi)部]-0.8812[板洞]-22..354[框架梁]-3.55[次梁]-0.5522[1990.8[板面積]>0.33m2柱]-1.332[磚內(nèi)墻])/1002320-70樓樓梯復合木模模板10m210.1923.1樓梯1-310m22.4023.1.11-2/H-J10m22.40([DM:斜底面面]8.0005+[TTL1:梯梁1]2.3369+[[TL2:梯梁2]2.3369+[[XXPT::休息平臺]6.0661+[XXCM:斜側面]0.9550+[TTBM:踏步側面]4.2000)/10023.2樓梯2-310m22.8323.2.12-4/M-N10m22.83([DM:斜底面面]9.7220+[TTL1:梯梁1]1.9921+[[TL2:梯梁2]1.9921+[[XXPT::休息平臺]5.7005+[XXCM:斜側面]1.4007+[TTBM:踏步側面]5.1000)/10023.3自行車坡道-310m24.9623.3.11-(1/O1))/J-N10m24.96([XDM:斜底底面]40.8865+[[TL1:梯梁1]1.8849+[[TL2:梯梁2]0.0000+[[TL3:梯梁3]0.0000+[[TL4:梯梁4]0.0000+[[TL5:梯梁5]0.0000+[[TL6:梯梁6]0.0000+[[TBM:踏步側面]6.9000)/10035-181CC30現(xiàn)澆矩形柱(泵送商品砼)[C300]m351.073.1-3KZ1m32.033.1.11/Jm32.03(0.48)**4.5-00.128[[現(xiàn)澆板]3.2-3KZ1am36.063.2.11/Km34.54(0.36)**4.5-00.106[[現(xiàn)澆板]1.514*3件件3.2.21/Nm31.52(0.36)**4.5-00.103[[現(xiàn)澆板]3.3-3KZ1bm31.523.3.11/Pm31.52(0.36)**4.5-00.1[現(xiàn)澆板]3.4-3KZ1cm32.633.4.12/Qm32.63(0.36)**3.9-00.09[現(xiàn)澆板]1.314*2件件3.5-3KZ1dm31.333.5.13/Qm31.33(0.36)**3.9-00.072[[現(xiàn)澆板]3.6-3KZ1em32.123.6.11/Hm32.12(0.48)**4.5-00.043[[現(xiàn)澆板]3.7-3KZ2m313.803.7.13/Hm39.22(0.48)**5-0.0096[現(xiàn)澆板]2.304*4件件3.7.23/Mm32.33(0.48)**5-0.0066[現(xiàn)澆板]3.7.33/Pm32.25(0.48)**5-0.1151[現(xiàn)澆板]3.8-3KZ2am32.303.8.13/Nm32.30(0.48)**5-0.0099[現(xiàn)澆板]3.9-3KZ2bm32.103.9.12/Hm32.10(0.48)**4.5-00.057[[現(xiàn)澆板]3.10-3KZ3m36.263.10.12/Km34.17(0.48)**4.5-00.075[[現(xiàn)澆板]2.085*2件件3.10.22/Mm32.09(0.48)**4.5-00.074[[現(xiàn)澆板]3.11-3KZ3am34.123.11.12/Nm32.08(0.48)**4.5-00.083[[現(xiàn)澆板]3.11.22/Pm32.04(0.48)**4.5-00.119[[現(xiàn)澆板]3.12-3KZ3bm32.083.12.12/Jm32.08(0.48)**4.5-00.077[[現(xiàn)澆板]3.13-3KZ4m31.203.13.12-3/Nm31.20(0.25)**5-0.0055[現(xiàn)澆板]3.14-3KZ5m31.083.14.11-2/Jm31.08(0.25)**4.5-00.05[現(xiàn)澆板]3.15-3KZ6m31.363.15.12-3/Mm31.36(0.28)**5-0.0038[現(xiàn)澆板]3.16-3KZ7m31.093.16.11-2/Hm31.09(0.25)**4.5-00.035[[現(xiàn)澆板]45-185CC30現(xiàn)澆單梁框框架梁連續(xù)梁梁(泵送商品砼)[C300]m358.364.11KL-4m30.804.1.1G-H/1-2m30.80(0.25*00.65)*8.355-0.2003[砼柱]-0.3355[現(xiàn)澆板]4.21KL-4'm32.244.2.1H/2-3m32.24(0.5*0..65)**10.7997-0.2279[砼柱]-0.9988[現(xiàn)澆板]4.31KL-6m30.804.3.1J-K/1-2m30.80(0.25*00.65)*8.3--0.1955[砼柱]-0.3355[現(xiàn)澆板]4.41KL-6am32.244.4.1J/2-3m32.24(0.5*0..65)**10.6222-0.2225[砼柱]-0.9988[現(xiàn)澆板]4.51KL-6a'm30.664.5.1J/3-4m30.66(0.35*00.65)*4.3225-0.0029[砼柱]-0.2294[現(xiàn)澆板]4.61KL-7m33.424.6.1K/1-2m31.71(0.5*0..65)**8.65--0.02[[交叉]-0.3321[砼柱]-0.776[現(xiàn)澆板]4.6.2L/1-2m31.71(0.5*0..65)**8.3-00.227[[砼柱]-0.776[現(xiàn)澆板]4.71KL-7am36.374.7.1L/2-4m36.37(0.5*0..65)**15-0..282[砼柱]-1.4408[現(xiàn)澆板]3.185*2件件4.81KL-8m31.714.8.1M/1-2m31.71(0.5*0..65)**8.65--0.34[[砼柱]-0.776[現(xiàn)澆板]4.91KL-8am31.744.9.1M/2-3m31.09(0.35*00.65)*7.3888-0.0068[交叉]-0.0047[砼柱]-0.4478[現(xiàn)澆板]4.9.2M/3-4m30.65(0.35*00.65)*4.5--0.08[[砼柱]-0.229[現(xiàn)澆板]4.101KL-8a'm30.274.10.1L-M/2-3m30.27(0.25*00.65)*3.1111-0.1108[砼柱]-0.1122[現(xiàn)澆板]4.111KL-9m31.754.11.1N/1-2m31.75(0.5*0..65)**8.65--0.3411[砼柱]-0.7722[現(xiàn)澆板]4.121KL-9am30.694.12.1N/3-4m30.69(0.35*00.65)*4.5--0.0688[砼柱]-0.2269[現(xiàn)澆板]4.131KL-9a'm31.364.13.1N-P/2-3m31.36(0.25*00.85)*10.555-0.0072[交叉]-0.1194[砼柱]-0.6617[現(xiàn)澆板]4.141KL-10m31.254.14.1P/1-2m30.00(0.35*00.65)*0.055-0.0001[交叉]-0.001[砼柱]4.14.2P/1-2m31.25(0.35*00.65)*8.3--0.1599[砼柱]-0.4478[現(xiàn)澆板]4.151KL-10am31.504.15.1P/2-3m31.50(0.35*00.85)*10.4425-0..212[砼柱]-1.3393[現(xiàn)澆板]4.161KL-10bm31.504.16.1P/3-4m31.50(0.35*11.3)**4.6255-0.2[[砼柱]-0.441[現(xiàn)澆板]4.171KL-11m35.084.17.11/J-Pm35.08(0.35*00.85)*32.665-0.9907[砼柱]-3.7723[現(xiàn)澆板]4.181KL-12m36.384.18.12/J-Pm36.38(0.35*00.8)**32.5002-0.3362[交叉]-0.1116[砼柱]-2.2244[現(xiàn)澆板]4.191KL-12'm31.194.19.12-3/H-Jm31.19(0.25*00.9)**6.85--0.0811[交叉]-0.0028[砼柱]-0.2246[現(xiàn)澆板]4.201KL-12'''m30.884.20.12/G-Hm30.88(0.35*00.9)**4.41--0.04[[交叉]-0.004[砼柱]-0.4431[現(xiàn)澆板]4.211KL-13m34.624.21.13/G-Jm31.65(0.35*00.65)*11.3305-0..116[交叉]-0.0078[砼柱]-0.7732[現(xiàn)澆板]4.21.23/J-Mm32.98(0.35*00.65)*20.332-0.2241[交叉]-0.0082[砼柱]-1.3323[現(xiàn)澆板]4.221KL-13'm30.744.22.13-4/M-Nm30.74(0.25*00.65)*7.1--0.0811[砼柱]-0.3329[現(xiàn)澆板]4.231KL-13'''m30.824.23.13/N-Pm30.82(0.35*00.85)*4.1--0.4[現(xiàn)澆板]4.241KL-17m30.984.24.11-2/G-Jm30.55(0.25*00.65)*4.1551-0.0041[交叉]-0.0041[砼柱]-0.0047[現(xiàn)澆板]4.24.21-2/H-Jm30.44(0.25*00.65)*4.0449-0.0024[砼柱]-0.1195[現(xiàn)澆板]4.24.31-2/J-Km30.00(0.25*00.65)*0.1--0.0166[砼柱]4.251KL-18m30.794.25.12-3/L-Nm30.79(0.25*00.65)*7.4--0.0288[交叉]-0.0077[砼柱]-0.3304[現(xiàn)澆板]4.261L-1m30.064.26.1K-L/1-2m30.06(0.2*0..4)*11.4-0..056[現(xiàn)澆板]4.271L-5m30.144.27.1G-H/1-2m30.14(0.25*00.4)**3.05--0.0255[交叉]-0.114[現(xiàn)澆板]4.281L-6m30.824.28.1H-J/2-(11/O1)m30.82(0.25*00.5)**5.45--0.2722[現(xiàn)澆板]0.409*2件件4.291L-7m30.234.29.11-2/H-Jm30.23(0.2*0.44)*2..854.301L-8m30.204.30.1H-J/2-(11/O1)m30.20(0.2*0.44)*2..454.311L-9m30.074.31.11-2/H-Jm30.02(0.2*0..3)*11-0.044[現(xiàn)澆板]4.31.21-2/J-Km30.00(0.2*0..3)*00.1-0..004[現(xiàn)澆板]4.31.32-3/L-Nm30.04(0.2*0..3)*22-0.011[交叉]-0.0066[現(xiàn)澆板]4.321L-10m30.474.32.11-2/K-Lm30.47(0.25*00.5)**6.3-00.315[[現(xiàn)澆板]4.331L-12m31.534.33.12-3/L-Pm30.76(0.25*00.6)**7.5255-0.0445[交叉]-0.3325[現(xiàn)澆板]4.33.22-3/L-Pm30.77(0.25*00.6)**7.5255-0.0445[交叉]-0.3315[現(xiàn)澆板]4.341L-13m30.284.34.1M-N/2-3m30.18(0.2*0..4)*22.1-0..076[現(xiàn)澆板]0.092*2件件4.34.2M-N/2-3m30.09(0.2*0..4)*22.1-0..075[現(xiàn)澆板]4.351L-14m30.534.35.13-4/M-Nm30.53(0.25*00.5)**7.1-00.355[[現(xiàn)澆板]4.361L-15m30.034.36.1M-N/3-4m30.03(0.2*0..4)*00.8-0..032[現(xiàn)澆板]4.371WKL-5m31.604.37.1P-Q/2-(11/O1)m31.60(0.4*0..55)**11-0..824[現(xiàn)澆板]4.381WKL-11m31.084.38.12/P-Qm31.08(0.35*00.8)**5.5-00.084[[砼柱]-0.3381[現(xiàn)澆板]4.391WKL-12m30.824.39.13/P-Qm30.82(0.35*00.65)*5.5--0.0688[砼柱]-0.3364[現(xiàn)澆板]4.401WKL-23m30.444.40.1K/1-(1/OO1)m30.15(0.25*00.5)**2.35--0.1477[現(xiàn)澆板]4.40.2M/1-(1/OO1)m30.29(0.25*00.5)**2.5255-0.0113[交叉]-0.0009[砼柱]-0.1147[現(xiàn)澆板]0.147*2件件4.411WKL-24m30.164.41.1N/1-(1/OO1)m30.16(0.25*00.5)**2.6755-0.0113[交叉]-0.0009[砼柱]-0.1156[現(xiàn)澆板]4.421WKL-25m30.154.42.1P-Q/1-(11/O1)m30.15(0.25*00.5)**2.6511-0.0337[砼柱]-0.1147[現(xiàn)澆板]55-187CC20現(xiàn)澆圈梁(泵送商品砼)[C300]m34.5165-191CC30現(xiàn)澆砼擋土土墻和地下室室墻(泵送商品砼)[C300]m3116.986.1Q6'-Q6'm39.816.1.11-(1/O1))/G-Jm39.81(0.35*44.5)**6.8-00.271[[現(xiàn)澆板]-0.6625[砼柱]6.2Q6-Q6m327.606.2.11-(1/O1))/G-Hm36.26(0.35*44.5)**4.2555-0.1228[現(xiàn)澆板]-0.3309[砼柱]6.2.2J/1-(1/OO1)m33.07(0.35*33.95)*2.5--0.1877[現(xiàn)澆板]-0.1196[砼柱]6.2.3Q/2-3m312.82(0.35*33.9)**10.6--0.2733[交叉]-0.7732[現(xiàn)澆板]-0.6644[砼柱]6.2.4Q/3-4m35.44(0.35*33.95)*4.2--0.3677[現(xiàn)澆板]6.3Q8-Q8m318.846.3.1(1/O1)/J--Km310.99(0.45*33.95)*6.5775-0.6699[現(xiàn)澆板]6.3.2(1/O1)/N--Pm37.85(0.45*33.95)*4.7--0.4999[現(xiàn)澆板]6.4Q9-Q9m335.766.4.1(1/O1)/K--Nm335.43(0.45*33.95)*21.22-2.2553[現(xiàn)澆板]6.4.2(1/O1)/P--Qm30.33(0.45*33.95)*0.2--0.0211[現(xiàn)澆板]6.5Q10-Q10m315.116.5.1Q/2-(1/OO1)m315.11(0.4*3..9)*111.35--1.1355[現(xiàn)澆板]-1.446[砼柱]6.6Q11-Q11m39.856.6.1(1/O1)/P--Qm30.17(0.45*33.95)*0.1--0.0111[現(xiàn)澆板]6.6.2(1/O1)/P--Qm39.68(0.45*33.9)**5.7-00.176[[交叉]-0.1143[現(xiàn)澆板]75-199CC30現(xiàn)澆有梁板(泵送商品砼)[C300]m3230.057.1XB180m321.777.