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：工程計計算書序號構件信息單位工程量計算式備注第一章土方工程m3522.641.1.1集水井Am340.501.1.1.118/J-Km340.5013.513.500**3件1.1.2集水井Bm352.491.1.2.114-7/K-LLm352.498.7488.748*66件1.1.3集水井Cm318.381.1.3.117/Mm318.3818.3751.1.4集水井Dm317.851.1.4.114-7/Qm317.8517.851.1.5吸水槽1m317.581.1.5.114-7/Qm317.5817.5841.1.6吸水槽2m310.191.1.6.114-7/Qm310.1910.1921.1.7CT-1am356.451.1.7.114-7/Hm356.453.5283.528*116件1.1.8CT-1cm3268.581.1.8.114-7/Nm3268.582.1662.166*1124件1.1.9CT-1dm32.511.1.9.117/Jm32.512.5081.1.10CT-1em33.191.1.10..18/Jm33.193.1921.1.11CT-2bm37.561.1.11..13/Fm37.567.561.1.12CT-2dm327.361.1.12..17/Gm327.364.564.560*66件25-184C30現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-1m350.922.1.1.11E/1-2m35.290.84*66.32.1.1.22F/2-3m35.040.84*662.1.1.33G/4-7m315.370.84*66.15.124*33件2.1.1.44M/4-7m315.500.84*66.155.166*33件2.1.1.55N/4-7m34.970.84*55.9192.1.1.66P/4-7m34.750.84*55.652.1.22JL-1am39.882.1.2.11E/2-3m39.881.19*88.32.1.32JL-1bm351.162.1.3.112/E-Fm340.320.84*44.84.032*110件2.1.3.224-7/M-NNm34.280.84*55.12.1.3.334-7/N-PPm32.180.84*22.62.1.3.44F/3-4m34.370.84*55.22.1.42JL-1dm34.342.1.4.11F/4-7m34.340.7*6..22.1.52JL-2m386.212.1.5.114-7/P-QQm31.700.6*2..961-00.074[[獨立基]2.1.5.224-7/P-QQm30.430.6*1..207-00.293[[獨立基]2.1.5.334-7/Q-RRm31.470.6*2..452.1.5.444-7/Q-RRm30.010.6*1..6-0.995[獨立基]2.1.5.554-7/Q-RRm31.170.6*1..985-00.025[[獨立基]2.1.5.6610-7/C--Dm33.000.6*5..25-0..15[獨立基]2.1.5.77E/3-4m31.370.6*2..2782.1.5.88E/4-7m37.920.6*2..21.320*66件2.1.5.99G/4-7m32.430.6*1..350.810*33件2.1.5.110H/4-7m38.640.6*2..41.440*66件2.1.5.111H/10-7m323.460.6*2..31.380*117件2.1.5.112J/4-7m33.870.6*6..452.1.5.113J/7-8m30.630.6*1..052.1.5.114J/7-8m31.290.6*2..152.1.5.115K/4-7m33.220.6*6..6-0.7742[獨立基]2.1.5.116M/4-7m30.480.6*1..75-0..569[獨立基]2.1.5.117M/4-7m33.540.6*2..951.770*22件2.1.5.118N/4-7m32.100.6*1..751.050*22件2.1.5.119N/4-7m31.910.6*3..1812.1.5.220P-Q/7-88m30.960.6*1..782-00.107[[獨立基]2.1.5.221P-Q/7-88m30.930.6*1..646-00.058[[獨立基]2.1.5.222P/4-7m31.530.6*2..552.1.5.223P/4-7m31.590.6*2..652.1.5.224P/7-8m311.400.6*1..91.140*110件2.1.5.225Q-R/4-77m30.570.6*0..992-00.022[[獨立基]2.1.5.226Q/4-7m30.260.6*2..1-0.9998[獨立基]2.1.5.227Q/4-7m30.000.6*1..85-1..11[獨立基]2.1.5.228Q/4-7m30.330.6*2..65-1..259[獨立基]2.1.62JL-2am386.532.1.6.112/A-Bm348.360.6*1..550.930*552件2.1.6.222/D-Em32.610.6*1..450.870*33件2.1.6.333/C-Dm30.160.6*1..55-0..775[獨立基]2.1.6.443/D-Em30.870.6*1..7-0.115[獨立基]2.1.6.553/D-Em30.930.6*1..8-0.115[獨立基]2.1.6.664-7/P-QQm30.540.6*0..92.1.6.774-7/P-QQm30.100.6*1--0.5[獨立基]2.1.6.887/C-Dm30.310.6*1..8-0.9925[獨立基]0.155*22件2.1.6.997/E-Fm30.930.6*1..6-0.003[獨立基]2.1.6.1107/M-Nm32.220.6*1..851.110*22件2.1.6.1117/N-Pm31.680.6*2..82.1.6.11210-7/D--Em36.000.6*5..25-0..15[獨立基]3.000*22件2.1.6.11310-7/D--Em33.000.6*5..5-0.33[獨立基]2.1.6.11410-7/F--Gm33.000.6*52.1.6.115C/4-7m31.440.6*2..42.1.6.116C/10-7m31.860.6*3..12.1.6.117D/3-4m30.750.6*1..252.1.6.118D/3-4m30.840.6*2..3-0.5536[獨立基]2.1.6.119D/4-7m30.080.6*1..35-0..735[獨立基]2.1.6.220D/4-7m30.810.6*1..352.1.6.221D/4-7m31.380.6*1..150.690*22件2.1.6.222F/10-7m33.600.6*1..50.900*44件2.1.6.223G/10-7m30.150.6*1..5-0.775[獨立基]2.1.6.224G/10-7m34.920.6*2..051.230*44件2.1.72JL-2bm310.082.1.7.11D/2-3m310.080.7*1..61.120*99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)*2.955-0.0996[現澆板]3.2-3KZ1am33.903.2.11/Mm32.97(0.36)*2.955-0.0772[現澆板]0.990*33件3.2.21/Nm30.93(0.36)*2.955-0.1332[現澆板]3.3-3KZ1bm30.763.3.11/Pm30.76(0.36)*2.255-0.0554[現澆板]3.4-3KZ1cm31.943.4.11/Qm30.99(0.36)*2.955-0.0772[現澆板]3.4.22/Qm30.95(0.36)*2.955-0.1008[現澆板]3.5-3KZ1dm30.993.5.13/Qm30.99(0.36)*2.955-0.0772[現澆板]3.6-3KZ1em31.543.6.11/Hm31.54(0.56)*2.955-0.1112[現澆板]3.7-3KZ2m36.613.7.13/Hm31.33(0.48)*2.955-0.0888[現澆板]3.7.23/Lm33.96(0.48)*2.955-0.0996[現澆板]1.320*33件3.7.33/Pm31.32(0.48)*2.955-0.0994[現澆板]3.8-3KZ2am32.693.8.13/Mm31.34(0.48)*2.955-0.0777[現澆板]3.8.23/Nm31.35(0.48)*2.955-0.0666[現澆板]3.9-3KZ2bm31.543.9.12/Hm31.54(0.56)*2.955-0.1112[現澆板]3.10-3KZ3m33.963.10.12/Mm33.96(0.48)*2.955-0.0996[現澆板]1.320*33件3.11-3KZ3am33.383.11.12/Nm31.67(0.64)*2.955-0.222[現澆板]3.11.22/Pm31.71(0.64)*2.955-0.1776[現澆板]3.12-3KZ3bm31.763.12.12/Jm31.76(0.64)*2.955-0.1228[現澆板]3.13-3KZ4m30.843.13.12-3/Nm30.84(0.3)**2.95--0.0411[現澆板]3.14-3KZ5m30.693.14.11-2/Jm30.69(0.25)*2.955-0.055[現澆板]3.15-3KZ6m30.893.15.12-3/Mm30.89(0.32)*2.955-0.0558[現澆板]3.16-3KZ7m30.833.16.11-2/Hm30.83(0.3)**2.95--0.06[[現澆板]45-185C30現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*00.65)*9.7--0.97[[現澆板]4.2-2KL-1''m30.804.2.1J-K/1-22m30.80(0.25**0.65))*7.66-0.0881[砼柱]-0.3355[現澆板]4.3-2KL-2m33.894.3.1K/1-3m33.89(0.5*00.65)*18.11-0.266[砼柱]-1.773[現澆板]4.4-2KL-2''m30.864.4.1K/1-(1//O1)m30.86(0.4*11.13)*2.3--0.1844[現澆板]4.5-2KL-3m33.894.5.1L/1-3m33.89(0.5*00.65)*18.66-0.4222[砼柱]-1.773[現澆板]4.6-2KL-4m31.714.6.1M/1-2m31.71(0.5*00.65)*7.6005-0.776[現澆板]4.7-2KL-4''m30.904.7.1M/2-3m30.90(0.3*00.65)*6.8--0.02[[砼柱]-0.4402[現澆板]4.8-2KL-4'''m30.254.8.1L-M/2-33m30.25(0.25**0.65))*2.2202-0..11[現澆板]4.9-2KL-5m33.504.9.1N/3-(1//O1)m33.50(0.5*11.05)*11.775-0.7735[砼柱]-1.9932[現澆板]4.10-2KL-5''m30.294.10.1N-P/2-33m30.29(0.25**0.65))*3.4405-0..163[砼柱]-0.0098[現澆板]4.11-2KL-5'''m30.914.11.1N-P/1-33m30.91(0.25**0.7)*7.6--0.1199[交叉]-0.0021[砼柱]-0.2278[現澆板]4.12-2KL-6m34.774.12.1P/1-(1//O1)m30.63(0.5*00.65)*2.6775-0.0057[砼柱]-0.1188[現澆板]4.12.2P/1-2m31.90(0.5*00.65)*8.7225-0.007[交叉]-0.2296[砼柱]-0.557[現澆板]4.12.3P/2-4m32.25(0.5*00.65)*11.0011-0..101[交叉]-0.2259[砼柱]-0.9971[現澆板]4.13-2KL-7m35.644.13.11/J-Mm32.98(0.35**0.65))*20..6-0.3387[砼柱]-1.3323[現澆板]4.13.21/M-Nm31.04(0.35**0.65))*7.115-0.0057[交叉]-0.0068[砼柱]-0.4462[現澆板]4.13.31/N-Rm31.63(0.35**0.65))*10..85-0..144[交叉]-0.2208[砼柱]-0.4488[現澆板]4.14-2KL-8m30.654.14.11-2/G-KKm30.65(0.25**0.6)*7.4775-0.0019[交叉]-0.1127[砼柱]-0.3325[現澆板]4.15-2KL-9m35.694.15.12/J-Km31.40(0.5*00.65)*6.9--0.0811[交叉]-0.1146[砼柱]-0.662[現澆板]4.15.22/K-Lm31.42(0.5*00.65)*6.9--0.1633[交叉]-0.0032[砼柱]-0.663[現澆板]4.15.32/L-Mm31.42(0.5*00.65)*6.9--0.0811[交叉]-0.1114[砼柱]-0.663[現澆板]4.15.42/M-Nm31.46(0.5*00.65)*7.155-0.0881[交叉]-0.113[砼柱]-0.665[現澆板]4.16-2KL-9''m30.704.16.12-3/G-JJm30.70(0.25**0.65))*7.33-0.0004[交叉]-0.1175[砼柱]-0.331[現澆板]4.17-2KL-9'''m33.294.17.12/N-Qm33.29(0.5*11.05)*10.665-0.1131[交叉]-0.7735[砼柱]-1.444[現澆板]4.18-2KL-100m30.904.18.12-3/M-NNm30.90(0.25**0.65))*6.88-0.2004[現澆板]4.19-2L-1m30.114.19.1H-J/1-22m30.11(0.2*00.4)**2.8-00.112[[現澆板]4.20-2L-2m30.094.20.1H-J/1-22m30.09(0.2*00.4)**2.35--0.0944[現澆板]4.21-2L-3m30.464.21.12-3/M-NNm30.10(0.2*00.4)**1.95--0.0088[交叉]-0.0044[現澆板]4.21.2M-N/2-33m30.35(0.2*00.4)**2.1-00.05[現澆板]0.118*33件4.22-2L-4m30.734.22.11-2/G-KKm30.73(0.25**0.6)*7.4775-0.0019[交叉]-0.3367[現澆板]4.23-2L-5m30.484.23.11-2/K-LLm30.48(0.25**0.5)*6.4--0.32[[現澆板]4.24-2L-6m30.674.24.11-2/M-NNm30.67(0.25**0.6)*6.655-0.3333[現澆板]4.25-2L-7m31.744.25.12-3/M-NNm30.87(0.25**0.6)*7.255-0.2117[現澆板]4.25.22-3/M-PPm30.87(0.25**0.6)*7.3775-0.0019[交叉]-0.2217[現澆板]4.26-2L-8m30.054.26.1K-L/1-22m30.05(0.2*00.4)**1.25--0.05[[現澆板]55-187C20現澆圈梁(泵送商品砼)[C300]m32.7465-191C30現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--0.2055[交叉]-0.002[砼柱]-7.5541[跨層量]6.1.2H/1-2m325.30(2.991))*8.995-0.0001[砼柱]-1.4467[跨層量]6.1.3H/2-4m332.92(2.991))*11..667-00.061[[砼柱]-1.9913[跨層量]6.23Q1-3Q11m395.806.2.11-(1/O11)/H-JJm36.93(0.4*22.95)*6.655-0.5332[現澆板]-0.3385[砼柱]6.2.23/H-Rm345.42(0.4*22.95)*45.77-0.4772[交叉]-3.3388[現澆板]-4.6644[砼柱]6.2.3H/2-(1//O1)m37.81(0.4*22.95)*8.9--0.7122[現澆板]-1.998[砼柱]6.2.4H/2-3m310.77(0.4*22.95)*10.5525-0..739[現澆板]-0.9913[砼柱]6.2.5J/1-(1//O1)m32.63(0.4*22.95)*2.5225-0.1132[現澆板]-0.222[砼柱]6.2.6Q/3-(1//O1)m322.25(0.4*22.95)*22.0025-1..786[現澆板]-1.9956[砼柱]6.33Q2-3Q22m347.566.3.1(1/O1)//J-Qm347.56(0.45**2.95))*38..45-3..483[現澆板]75-199C30現澆有梁板(泵送商品砼)[C300]m3179.677.1XB120m36.657.1.12-4/M-NNm36.6581.14499*0.112-1.1178[板洞]-1.9911[樓梯]7.2XB200m3173.027.2.11-(1/O11外)/K-NNm35.2664.93455*0.22-7.7223[樓梯]7.2.22-4/G-MMm358.30299.3899*0.22-1.5882[內部]7.2.32-4/N-RRm322.98114.8755*0.227.2.43-(1/O11外)/J-LLm315.5984.60011*0.22-0.7336[內部]-0.5597[樓梯]7.2.53-(1/O11外)/M-RRm326.09130.4255*0.227.2.63-(1/O11)/G-KKm39.0769.92**0.2-11.948[[板洞]-2.9964[樓梯]7.2.73-(1/O11)/K-PPm335.74190.8**0.2-22.258[[內部]-0.1162[板洞]85-203C20現澆樓梯直直形(泵送商品砼)[C300]10m27.218.1樓梯1-310m21.488.1.11-2/H-JJ10m21.48([LTD:樓樓梯段]14.5567+[[TJ:梯井]0.2552)/1008.2樓梯2-310m21.598.2.12-4/M-NN10m21.59([LTD:樓樓梯段]15.6673+[[TJ:梯井]0.2552)/1008.3自行車坡道-3310m24.148.3.11-(1/O11)/J-NN10m24.14([LTD:樓樓梯段]41.4400)/11095-298C30現澆構造柱(非泵送商品品砼)[C300]m35.81第20章模板工程1720-26矩形柱復合合木模板10m213.5917.1-3KZ110m20.4917.1.11/J10m20.49((2.8)*2.955-0.2227[梁斷面]-0.443[現澆板]-2.6673[砼外墻])/10017.2-3KZ1a10m22.4317.2.11/M10m21.89((2.4)*2.955-0.4555[梁斷面]-0.334[現澆板])/1000.629*33件17.2.21/N10m20.54((2.4)*2.955-1.5005[梁斷面]-0.1158[現澆板])/10017.3-3KZ1b10m20.4217.3.11/P10m20.42((2.4)*2.255-1.1005[梁斷面]-0.1105[現澆板])/10017.4-3KZ1c10m20.4917.4.11/Q10m20.26((2.4)*2.955-0.2227[梁斷面]-0.3307[現澆板]-3.997[砼外墻])/10017.4.22/Q10m20.23((2.4)*2.955-0.5225[梁斷面]-0.338[現澆板]-3.885[砼外墻])/10017.5-3KZ1d10m20.1717.5.13/Q10m20.17((2.4)*2.955-0.244[現澆板]-5.115[砼外墻])/10017.6-3KZ1e10m20.2817.6.11/H10m20.28((3)*22.95-00.46[現澆板]-5.558[砼外墻])/10017.7-3KZ210m21.6917.7.13/H10m20.17((2.8)*2.955-0.277[現澆板]-6.334[砼外墻])/10017.7.23/J10m20.39((2.8)*2.955-0.444[現澆板]-3.997[砼外墻])/10017.7.33/K10m20.42((2.8)*2.955-1.477[梁斷面]-0.444[現澆板]-2.22[砼外墻])/10017.7.43/L10m20.36((2.8)*2.955-0.3225[梁斷面]-0.334[現澆板]-3.997[砼外墻])/10017.7.53/P10m20.36((2.8)*2.955-2.1112[梁斷面]-0.3335[現澆板]-2.22[砼外墻])/10017.8-3KZ2a10m20.7717.8.13/M10m20.39((2.8)*2.955-0.3552[現澆板]-4.0002[砼外墻])/10017.8.23/N10m20.38((2.8)*2.955-0.1663[梁斷面]-0.2298[現澆板]-4.0002[砼外墻])/10017.9-3KZ2b10m20.3917.9.12/H10m20.39((3)*22.95-22.368[[梁斷面]-0.336[現澆板]-2.221[砼外墻])/10017.10-3KZ310m22.0717.10.112/L10m21.36((2.8)*2.955-1.3[[梁斷面]-0.116[現澆板])/1000.680*22件17.10.222/M10m20.71((2.8)*2.955-0.8445[梁斷面]-0.2276[現澆板])/10017.11-3KZ3a10m21.5117.11.112/N10m20.76((3.2)*2.955-1.555[梁斷面]-0.2254[現澆板])/10017.11.222/P10m20.75((3.2)*2.955-1.7[[梁斷面]-0.2265[現澆板])/10017.12-3KZ3b10m20.8517.12.112/J10m20.85((3.2)*2.955-0.4887[梁斷面]-0.449[現澆板])/10017.13-3KZ410m20.6017.13.112-3/N10m20.60((2.2)*2.955-0.2003[梁斷面]-0.2272[現澆板])/10017.14-3KZ510m20.5217.14.111-2/J10m20.52((2)*22.95-00.475[[梁斷面]-0.225[現澆板])/10017.15-3KZ610m20.6417.15.112-3/M10m20.64((2.4)*2.955-0.3557[梁斷面]-0.229[現澆板])/10017.16-3KZ710m20.2617.16.111-2/H10m20.26((2.2)*2.955-1.3777[梁斷面]-0.229[現澆板]-2.22[砼外墻])/1001820-31構造柱復合合木模板10m27.4618.1GZ200*220010m27.4618.1.11-(1/O11)/J-KK10m20.19((0.8)*2.955-0.399[梁]-0.0024[圈梁]-0.0016[現澆板])/10018.1.21-(1/O11)/J-KK10m20.14((0.6188)*2..95-0..441[梁])/10018.1.31-2/H-JJ10m20.19((0.8)*2.955-0.444[梁])/10018.1.41-2/H-JJ10m20.20((0.8)*2.955-0.322[梁]-0.0024[圈梁]-0.0016[現澆板])/10018.1.51-2/H-JJ10m20.19((0.8)*2.955-0.466[梁])/10018.1.61-2/J-KK10m20.19((0.8)*2.955-0.3885[梁]-0.0024[圈梁]-0.0054[過梁]-0.0016[現澆板])/10018.1.71-2/J-KK10m20.21((0.8)*2.955-0.0772[圈梁]-0.0063[過梁]-0.0088[現澆板])/10018.1.81-2/K-LL10m20.19((0.8)*2.955-0.4118[梁]-0.0012[圈梁]-0.0008[現澆板])/10018.1.91-2/K-LL10m20.20((0.8)*2.955-0.388[梁])/10018.1.1001-2/M-NN10m20.16((0.8)*2.955-0.755[梁])/10018.1.1111-2/M-NN10m20.20((0.8)*2.955-0.366[梁]-0.0024[圈梁]-0.0016[現澆板])/10018.1.1221-2/M-NN10m20.19((0.8)*2.955-0.422[梁]-0.0012[圈梁]-0.0008[現澆板])/10018.1.1331-2/M-NN10m20.44((0.8)*2.955-0.0772[圈梁]-0.0088[現澆板])/1000.220*22件18.1.1441-2/M-NN10m20.34((0.8)*2.955-0.633[梁]-0.0024[圈梁]-0.0016[現澆板])/1000.169*22件18.1.1552-3/L-MM10m20.21((0.9)*2.955-0.522[梁]-0.0012[圈梁]-0.0008[現澆板])/10018.1.1662-3/L-MM10m20.18((0.8)*2.955-0.522[梁]-0.002[過梁])/10018.1.1772-3/L-MM10m20.21((0.9)*2.955-0.5885[梁])/10018.1.1882-3/M-NN10m20.78((0.8)*2.955-0.4[[梁]-0.0012[圈梁])/1000.195*44件18.1.1992-3/M-NN10m20.19((0.8)*2.955-0.4[[梁]-0.0012[圈梁]-0.001[過梁])/10018.1.2002-3/M-NN10m20.19((0.8)*2.955-0.4[[梁]-0.0012[圈梁]-0.0036[過梁])/10018.1.2112-3/M-NN10m20.17((0.6711)*2..95-0..16[梁]-0.0048[圈梁]-0.0063[過梁])/10018.1.2222-3/M-NN10m21.66((0.8)*2.955-0.522[梁])/1000.184*99件18.1.2332-3/M-NN10m20.26((0.9)*2.955-0.1008[圈梁])/10018.1.2442-3/M-NN10m20.18((0.8)*2.955-0.4555[梁]-0.0012[圈梁]-0.007[過梁])/10018.1.2552-3/N-PP10m20.20((0.8)*2.955-0.344[梁]-0.0024[圈梁]-0.0036[現澆板])/10018.1.2662-3/N-PP10m20.20((0.8)*2.955-0.277[梁]-0.0048[圈梁]-0.0021[過梁]-0.0032[現澆板])/1001920-35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--3.88[[現澆板])/10019.2-2KL-1''10m20.8219.2.1J-K/1-2210m20.82((1.55))*7.66-0.155[交叉]-0.6625[砼柱]-2.884[現澆板])/10019.3-2KL-210m22.4219.3.1K/1-310m22.42((1.8)*18.11-0.655[交叉]-0.779[砼柱]-6.992[現澆板])/10019.4-2KL-2''10m20.5219.4.1K/1-(1//O1)10m20.52((2.66))*2.33-0.922[現澆板])/10019.5-2KL-310m22.4219.5.1L/1-310m22.42((1.8)*18.66-0.655[交叉]-1.669[砼柱]-6.992[現澆板])/10019.6-2KL-410m21.0719.6.1M/1-210m21.07((1.8)*7.6005-3.0042[現澆板])/10019.7-2KL-4''10m20.8019.7.1M/2-310m20.80((1.6)*6.8--0.1655[砼柱]-2.6679[現澆板])/10019.8-2KL-4'''10m20.2519.8.1L-M/2-3310m20.25((1.55))*2.2202-0..004[砼柱]-0.888[現澆板])/10019.9-2KL-510m22.1819.9.1N/3-(1//O1)10m22.18((2.6)*11.775-1.2288[交叉]-2.3353[砼柱]-1.117[砼外墻]-3.996[現澆板])/10019.10-2KL-5''10m20.3019.10.11N-P/2-3310m20.30((1.55))*3.4405-1..558[砼柱]-0.7768[現澆板])/10019.11-2KL-5'''10m20.9019.11.11N-P/1-3310m20.90((1.65))*7.66-1.088[交叉]-0.224[砼柱]-2.1176[現澆板])/10019.12-2KL-610m22.8819.12.11P/1-(1//O1)10m20.35((1.8)*2.6775-0.2228[交叉]-0.0087[砼柱]-0.336[砼外墻]-0.669[現澆板])/10019.12.22P/1-210m21.15((1.8)*8.7225-0.5508[交叉]-1.3355[砼柱]-2.3317[現澆板])/10019.12.33P/2-410m21.39((1.8)*11.0011-0..659[交叉]-1.4429[砼柱]-3.8885[現澆板])/10019.13-2KL-710m24.4419.13.111/J-M10m22.36((1.65))*20..6-2.8806[砼柱]-7.556[現澆板])/10019.13.221/M-N10m20.83((1.65))*7.115-0.4413[交叉]-0.4494[砼柱]-2.664[現澆板])/10019.13.331/N-R10m21.26((1.65))*10..85-1[[交叉]-1.5558[砼柱]-2.779[現澆板])/10019.14-2KL-810m20.6819.14.111-2/G-KK10m20.68((1.45))*7.4475-0..181[交叉]-1.2232[砼柱]-2.66[現澆板])/10019.15-2KL-910m23.5919.15.112/J-K10m20.87((1.8)*6.9--0.45[[交叉]-0.881[砼柱]-2.448[現澆板])/10019.15.222/K-L10m20.88((1.8)*6.9--0.9[交叉]-0.118[砼柱]-2.552[現澆板])/10019.15.332/L-M10m20.88((1.8)*6.9--0.45[[交叉]-0.663[砼柱]-2.552[現澆板])/10019.15.442/M-N10m20.96((1.8)*7.155-0.2888[交叉]-0.8883[砼柱]-2.008[現澆板])/10019.16-2KL-9''10m20.7119.16.112-3/G-JJ10m20.71((1.55))*7.33-0.044[交叉]-1.6665[砼柱]-2.448[現澆板])/10019.17-2KL-9'''10m21.9819.17.112/N-Q10m21.98((2.6)*10.665-1.3332[交叉]-2.9958[砼柱]-3.66[現澆板])/10019.18-2KL-10010m20.8919.18.112-3/M-NN10m20.89((1.55))*6.88-1.6332[現澆板])/10019.19-2L-110m20.1719.19.11H-J/1-2210m20.17((1)*22.8-1..12[現澆板])/10019.20-2L-210m20.1419.20.11H-J/1-2210m20.14((1)*22.35-00.94[現澆板])/10019.21-2L-310m20.6119.21.112-3/M-NN10m20.14((1)*11.95-00.1[交叉]-0.4444[現澆板])/10019.21.22M-N/2-3310m20.32((1)*22.1-0..504[現澆板])/1000.160*22件19.21.33M-N/2-3310m20.15((1)*22.1-0..08[交叉]-0.448[現澆板])/10019.22-2L-410m20.7319.22.111-2/G-KK10m20.73((1.45))*7.4475-0..181[框架梁]-0.558[砼外墻]-2.778[現澆板])/10019.23-2L-510m20.5419.23.111-2/K-LL10m20.54((1.25))*6.44-2.566[現澆板])/10019.24-2L-610m20.7019.24.111-2/M-NN10m20.70((1.45))*6.665-2.666[現澆板])/10019.25-2L-710m21.7619.25.112-3/M-NN10m20.88((1.45))*7.225-1.774[現澆板])/10019.25.222-3/M-PP10m20.88((1.45))*7.3375-0..181[框架梁]-1.774[現澆板])/10019.26-2L-810m20.0819.26.11K-L/1-2210m20.08((1)*11.25-00.5[現澆板])/1002020-41圈梁地坑支撐梁梁復合木模板板10m20.0020.1QL200*112010m20.0020.1.11-(1/O11)/J-NN10m20.00((0.24))*20..2-0.4432[砼柱]-0.4408[構造柱]-0.4432[過梁]-3.5576[現澆板])/10020.1.21-(1/O11)/M-NN10m20.00((0.24))*1.77-0.0224[砼柱]-0.0048[構造柱]-0.3336[現澆板])/10020.1.31-2/G-HH10m20.00((0.24))*0.3361-0..048[現澆板])/10020.1.41-2/G-JJ10m20.00((0.24))*3.11-0.0448[構造柱]-0.6696[現澆板])/10020.1.51-2/H-JJ10m20.00((0.24))*2.77-0.0448[構造柱]-0.66[現澆板])/10020.1.61-2/H-JJ10m20.00((0.24))*3.88-0.0448[構造柱]-0.8864[現澆板])/10020.1.71-2/H-KK10m20.00((0.24))*1-00.096[[構造柱]-0.1144[現澆板])/1000.000*22件20.1.81-2/J-KK10m20.00((0.24))*3-00.096[[構造柱]-0.6624[現澆板])/10020.1.91-2/K-LL10m20.00((0.24))*0.88-0.0996[構造柱]-0.0096[現澆板])/1000.000*33件20.1.1001-2/M-NN10m20.00((0.24))*1.77-0.0996[構造柱]-0.3312[現澆板])/10020.1.1111-2/M-NN10m20.00((0.24))*2.11-0.0996[構造柱]-0.4408[現澆板])/10020.1.1221-2/M-NN10m20.00((0.24))*0.44-0.0996[構造柱])/10020.1.1332-3/H-KK10m20.00((0.24))*6.88-0.0772[砼柱]-0.0096[構造柱]-1.4464[現澆板])/10020.1.1442-3/K-LL10m20.00((0.24))*0.88-0.0224[砼柱]-0.0048[構造柱]-0.112[現澆板])/10020.1.1552-3/L-NN10m20.00((0.24))*2.115-0.0072[構造柱]-0.4444[現澆板])/10020.1.1662-3/L-NN10m20.00((0.24))*2.115-0.0096[構造柱]-0.442[現澆板])/1000.000*22件20.1.1772-3/M-NN10m20.00((0.24))*0.66-0.0448[構造柱]-0.0096[現澆板])/10020.1.1882-3/M-NN10m20.00((0.24))*2-00.096[[構造柱]-0.3384[現澆板])/10020.1.1992-3/M-PP10m20.00((0.24))*6.77-0.122[砼柱]-0.1144[構造柱]-1.3344[現澆板])/10020.1.2002-3/M-PP10m20.00((0.24))*2.665-0.0096[構造柱]-0.554[現澆板])/1000.000*22件20.1.2112-3/N-PP10m20.00((0.24))*1-00.108[[砼柱]-0.0048[構造柱]-0.0084[現澆板])/10020.1.222H-J/1-2210m20.00((0.24))*2.9998-0..096[構造柱]-0.6624[現澆板])/10020.1.233H-J/2-((1/O1))10m20.00((0.24))*2.6675-0..048[構造柱]-0.5594[現澆板])/10020.1.244J-K/1-((1/O1))10m20.00((0.24))*2.6625-0..048[構造柱]-0.5582[現澆板])/10020.1.255J-K/1-2210m20.00((0.24))*2.11-0.0448[構造柱]-0.4456[現澆板])/10020.1.266J-K/1-3310m20.00((0.24))*6.22-0.2888[砼柱]-0.0048[構造柱]-1.1152[現澆板])/10020.1.277J-K/2-((1/O1))10m20.00((0.24))*2.66-0.0996[構造柱]-0.5528[現澆板])/10020.1.288K-L/1-3310m20.00((0.24))*1.775-0.0096[構造柱]-0.3324[現澆板])/1000.000*22件20.1.299K-L/1-3310m20.00((0.24))*1.775-0.1168[砼柱]-0.0048[構造柱]-0.2204[現澆板])/10020.1.300L-M/2-3310m20.00((0.24))*1.335-0.0096[構造柱]-0.2228[現澆板])/10020.1.311L-M/2-3310m20.00((0.24))*1.005-0.0048[構造柱]-0.2204[現澆板])/10020.1.322L-M/2-3310m20.00((0.24))*4.115-0.1192[砼柱]-0.0096[構造柱]-0.7708[現澆板])/10020.1.333L-M/2-3310m20.00((0.24))*0.995-0.0096[構造柱]-0.1132[現澆板])/10020.1.344M-N/1-2210m20.00((0.24))*4.22-0.0996[構造柱]-0.9912[現澆板])/1000.000*22件20.1.355M-N/2-((1/O1))10m20.00((0.24))*0.99-0.0996[構造柱]-0.112[現澆板])/1000.000*22件20.1.366M-N/2-((1/O1))10m20.00((0.24))*0.99-0.122[砼柱]-0.0048[構造柱]-0.0048[現澆板])/10020.1.377M-N/2-3310m20.00((0.24))*1.335-0.1109[構造柱]-0.2215[現澆板])/10020.1.388M-N/2-3310m20.00((0.24))*0.995-0.0083[構造柱]-0.1145[現澆板])/10020.1.399M-N/2-3310m20.00((0.24))*1.6625-0..048[構造柱]-0.3342[現澆板])/10020.1.400N-P/2-3310m20.00((0.24))*1.11-0.0996[構造柱]-0.1168[現澆板])/10020.1.411N-P/2-3310m20.00((0.24))*2.33-0.0996[構造柱]-0.4456[現澆板])/1000.000*33件20.1.422N-P/2-3310m20.00((0.24))*2.44-0.0224[砼柱]-0.0048[構造柱]-0.5504[現澆板])/10020.1.433N-P/2-3310m20.00((0.24))*2.88-0.0996[砼柱]-0.5576[現澆板])/10020.1.444P/2-310m20.00((0.24))*1.11-0.0224[砼柱]-0.0048[構造柱]-0.1192[現澆板])/1002120-48地下室外墻墻墻厚300mm復合木模板板10m272.3721.13Q1-3Q1110m250.5221.1.11-(1/O11)/H-JJ10m23.69((2*2..95)**6.65--1.0333[砼柱斷面]-1.227[現澆板])/10021.1.23/H-R10m224.39((2*2..95)**45.7--1.18[[交叉]-15..93[砼柱斷面]-0.998[梁斷面]-7.6692[現澆板])/10021.1.3H/2-(1//O1)10m23.91((2*2..95)**8.9-88.26[砼柱斷面]-2.226[梁斷面]-2.99[現澆板])/10021.1.4H/2-310m25.56((2*2..95)**10.5225-3.0098[砼柱斷面]-1.447[梁斷面]-1.994[現澆板])/10021.1.5J/1-(1//O1)10m21.33((2*2..95)**2.5255-1.188[砼柱斷面]-0.4465[現澆板])/10021.1.6Q/3-(1//O1)10m211.64((2*2..95)**22.0225-2.336[交叉]-4.772[砼柱斷面]-6.443[現澆板])/10021.23Q2-3Q2210m221.8521.2.1(1/O1)//J-Q10m221.85((2*2..95)**38.455-0.855[梁斷面]-7.5515[現澆板])/1002220-59現澆板厚度20cm內復合木模模板10m276.1922.1XB12010m24.5322.1.12-4/M-NN10m24.53(81.1455+25..6*0..12[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/O11外)/K-NN10m20.91(64.9355-8.7001[框架梁]-9.3313[砼外墻]-37..835[樓梯])/10022.2.22-4/G-MM10m225.97(299.3991+1..151**0.2[洞側壁]-6.9963[內部]-17..39[框架梁]-14..626[砼外墻]-0.993[2999.389[[板面積]>0.33m2柱]-0.0005[磚內墻])/10022.2.32-4/N-RR10m29.65(114.8776-9.7774[框架梁]-8.114[砼外墻]-0.0079[1114.8755[板面積]>0.33m2柱]-0.335[磚內墻])/10022.2.43-(1/O11外)/J-LL10m26.35(84.6++2.5755*0.22[洞側壁]-3.668[內部]-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[磚內墻])/10022.2.53-(1/O11外)/M-RR10m210.11(130.4225-20..109[框架梁]-8.995[砼外墻]-0.227[1300.425[[板面積]>0.33m2柱])/10022.2.63-(1/O11)/G-KK10m23.35(69.92+17.555*0..2[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[磚內墻]-0.0075[砼柱])/10022.2.73-(1/O11)/K-PP10m215.31(190.8001+3..8*0..2[洞側壁]-9.9938[內部]-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[磚內墻])/1002320-70樓梯復合木木模板10m210.1923.1樓梯1-310m22.4023.1.11-2/H-JJ10m22.40([DM:斜底底面]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-NN10m22.83([DM:斜底底面]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-3310m24.9623.3.11-(1/O11)/J-NN10m24.96([XDM:斜斜底面]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)/10035-181C30現澆矩形柱(泵送商品砼)[C300]m351.073.1-3KZ1m32.033.1.11/Jm32.03(0.48)*4.5--0.1288[現澆板]3.2-3KZ1am36.063.2.11/Km34.54(0.36)*4.5--0.1066[現澆板]1.514*33件3.2.21/Nm31.52(0.36)*4.5--0.1033[現澆板]3.3-3KZ1bm31.523.3.11/Pm31.52(0.36)*4.5--0.1[現澆板]3.4-3KZ1cm32.633.4.12/Qm32.63(0.36)*3.9--0.09[[現澆板]1.314*22件3.5-3KZ1dm31.333.5.13/Qm31.33(0.36)*3.9--0.0722[現澆板]3.6-3KZ1em32.123.6.11/Hm32.12(0.48)*4.5--0.0433[現澆板]3.7-3KZ2m313.803.7.13/Hm39.22(0.48)*5-0..096[現澆板]2.304*44件3.7.23/Mm32.33(0.48)*5-0..066[現澆板]3.7.33/Pm32.25(0.48)*5-0..151[現澆板]3.8-3KZ2am32.303.8.13/Nm32.30(0.48)*5-0..099[現澆板]3.9-3KZ2bm32.103.9.12/Hm32.10(0.48)*4.5--0.0577[現澆板]3.10-3KZ3m36.263.10.12/Km34.17(0.48)*4.5--0.0755[現澆板]2.085*22件3.10.22/Mm32.09(0.48)*4.5--0.0744[現澆板]3.11-3KZ3am34.123.11.12/Nm32.08(0.48)*4.5--0.0833[現澆板]3.11.22/Pm32.04(0.48)*4.5--0.1199[現澆板]3.12-3KZ3bm32.083.12.12/Jm32.08(0.48)*4.5--0.0777[現澆板]3.13-3KZ4m31.203.13.12-3/Nm31.20(0.25)*5-0..055[現澆板]3.14-3KZ5m31.083.14.11-2/Jm31.08(0.25)*4.5--0.05[[現澆板]3.15-3KZ6m31.363.15.12-3/Mm31.36(0.28)*5-0..038[現澆板]3.16-3KZ7m31.093.16.11-2/Hm31.09(0.25)*4.5--0.0355[現澆板]45-185C30現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/1-22m30.80(0.25**0.65))*8.335-0.2203[砼柱]-0.3355[現澆板]4.21KL-4'm32.244.2.1H/2-3m32.24(0.5*00.65)*10.7797-0..279[砼柱]-0.9988[現澆板]4.31KL-6m30.804.3.1J-K/1-22m30.80(0.25**0.65))*8.33-0.1995[砼柱]-0.3355[現澆板]4.41KL-6am32.244.4.1J/2-3m32.24(0.5*00.65)*10.6622-0..225[砼柱]-0.9988[現澆板]4.51KL-6a''m30.664.5.1J/3-4m30.66(0.35**0.65))*4.3325-0..029[砼柱]-0.2294[現澆板]4.61KL-7m33.424.6.1K/1-2m31.71(0.5*00.65)*8.655-0.022[交叉]-0.3321[砼柱]-0.776[現澆板]4.6.2L/1-2m31.71(0.5*00.65)*8.3--0.2277[砼柱]-0.776[現澆板]4.71KL-7am36.374.7.1L/2-4m36.37(0.5*00.65)*15-00.282[[砼柱]-1.4408[現澆板]3.185*22件4.81KL-8m31.714.8.1M/1-2m31.71(0.5*00.65)*8.655-0.344[砼柱]-0.776[現澆板]4.91KL-8am31.744.9.1M/2-3m31.09(0.35**0.65))*7.3388-0..068[交叉]-0.0047[砼柱]-0.4478[現澆板]4.9.2M/3-4m30.65(0.35**0.65))*4.55-0.088[砼柱]-0.229[現澆板]4.101KL-8a''m30.274.10.1L-M/2-33m30.27(0.25**0.65))*3.1111-0..108[砼柱]-0.1122[現澆板]4.111KL-9m31.754.11.1N/1-2m31.75(0.5*00.65)*8.655-0.3441[砼柱]-0.7722[現澆板]4.121KL-9am30.694.12.1N/3-4m30.69(0.35**0.65))*4.55-0.0668[砼柱]-0.2269[現澆板]4.131KL-9a''m31.364.13.1N-P/2-33m31.36(0.25**0.85))*10..55-0..072[交叉]-0.1194[砼柱]-0.6617[現澆板]4.141KL-10m31.254.14.1P/1-2m30.00(0.35**0.65))*0.005-0.0001[交叉]-0.001[砼柱]4.14.2P/1-2m31.25(0.35**0.65))*8.33-0.1559[砼柱]-0.4478[現澆板]4.151KL-10aam31.504.15.1P/2-3m31.50(0.35**0.85))*10..425-00.212[[砼柱]-1.3393[現澆板]4.161KL-10bbm31.504.16.1P/3-4m31.50(0.35**1.3)*4.6225-0.22[砼柱]-0.441[現澆板]4.171KL-11m35.084.17.11/J-Pm35.08(0.35**0.85))*32..65-0..907[砼柱]-3.7723[現澆板]4.181KL-12m36.384.18.12/J-Pm36.38(0.35**0.8)*32.5502-0..362[交叉]-0.1116[砼柱]-2.2244[現澆板]4.191KL-12''m31.194.19.12-3/H-JJm31.19(0.25**0.9)*6.855-0.0881[交叉]-0.0028[砼柱]-0.2246[現澆板]4.201KL-12'''m30.884.20.12/G-Hm30.88(0.35**0.9)*4.411-0.044[交叉]-0.004[砼柱]-0.4431[現澆板]4.211KL-13m34.624.21.13/G-Jm31.65(0.35**0.65))*11..305-00.116[[交叉]-0.0078[砼柱]-0.7732[現澆板]4.21.23/J-Mm32.98(0.35**0.65))*20..32-0..241[交叉]-0.0082[砼柱]-1.3323[現澆板]4.221KL-13''m30.744.22.13-4/M-NNm30.74(0.25**0.65))*7.11-0.0881[砼柱]-0.3329[現澆板]4.231KL-13'''m30.824.23.13/N-Pm30.82(0.35**0.85))*4.11-0.4[[現澆板]4.241KL-17m30.984.24.11-2/G-JJm30.55(0.25**0.65))*4.1151-0..041[交叉]-0.0041[砼柱]-0.0047[現澆板]4.24.21-2/H-JJm30.44(0.25**0.65))*4.0049-0..024[砼柱]-0.1195[現澆板]4.24.31-2/J-KKm30.00(0.25**0.65))*0.11-0.0116[砼柱]4.251KL-18m30.794.25.12-3/L-NNm30.79(0.25**0.65))*7.44-0.0228[交叉]-0.0077[砼柱]-0.3304[現澆板]4.261L-1m30.064.26.1K-L/1-22m30.06(0.2*00.4)**1.4-00.056[[現澆板]4.271L-5m30.144.27.1G-H/1-22m30.14(0.25**0.4)*3.055-0.0225[交叉]-0.114[現澆板]4.281L-6m30.824.28.1H-J/2-((1/O1))m30.82(0.25**0.5)*5.455-0.2772[現澆板]0.409*22件4.291L-7m30.234.29.11-2/H-JJm30.23(0.2*00.4)**2.854.301L-8m30.204.30.1H-J/2-((1/O1))m30.20(0.2*00.4)**2.454.311L-9m30.074.31.11-2/H-JJm30.02(0.2*00.3)**1-0.004[現澆板]4.31.21-2/J-KKm30.00(0.2*00.3)**0.1-00.004[[現澆板]4.31.32-3/L-NNm30.04(0.2*00.3)**2-0.001[交叉]-0.0066[現澆板]4.321L-10m30.474.32.11-2/K-LLm30.47(0.25**0.5)*6.3--0.3155[現澆板]4.331L-12m31.534.33.12-3/L-PPm30.76(0.25**0.6)*7.5225-0.0045[交叉]-0.3325[現澆板]4.33.22-3/L-PPm30.77(0.25**0.6)*7.5225-0.0045[交叉]-0.3315[現澆板]4.341L-13m30.284.34.1M-N/2-33m30.18(0.2*00.4)**2.1-00.076[[現澆板]0.092*22件4.34.2M-N/2-33m30.09(0.2*00.4)**2.1-00.075[[現澆板]4.351L-14m30.534.35.13-4/M-NNm30.53(0.25**0.5)*7.1--0.3555[現澆板]4.361L-15m30.034.36.1M-N/3-44m30.03(0.2*00.4)**0.8-00.032[[現澆板]4.371WKL-5m31.604.37.1P-Q/2-((1/O1))m31.60(0.4*00.55)*11-00.824[[現澆板]4.381WKL-111m31.084.38.12/P-Qm31.08(0.35**0.8)*5.5--0.0844[砼柱]-0.3381[現澆板]4.391WKL-122m30.824.39.13/P-Qm30.82(0.35**0.65))*5.55-0.0668[砼柱]-0.3364[現澆板]4.401WKL-233m30.444.40.1K/1-(1//O1)m30.15(0.25**0.5)*2.355-0.1447[現澆板]4.40.2M/1-(1//O1)m30.29(0.25**0.5)*2.5225-0.0013[交叉]-0.0009[砼柱]-0.1147[現澆板]0.147*22件4.411WKL-244m30.164.41.1N/1-(1//O1)m30.16(0.25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