地上6層地下3層商業(yè)綜合樓工程工程量計算

1、附件附件附件附件1：工程計算書序號構(gòu)件信息單位工程量計算式備注第一章 土方工程m3522.64 1.1.1集水井Am340.50 1.1.1.18/J-Km340.50 13.513.500*3件1.1.2集水井Bm352.49 1.1.2.14-7/K-Lm352.49 8.7488.748*6件1.1.3集水井Cm318.38 1.1.3.17/Mm318.38 18.3751.1.4集水井Dm317.85 1.1.4.14-7/Qm317.85 17.851.1.5吸水槽1m317.58 1.1.5.14-7/Qm317.58 17.5841.1.6吸水槽2m310.19 1.1.6.1

2、4-7/Qm310.19 10.1921.1.7CT-1am356.45 1.1.7.14-7/Hm356.45 3.5283.528*16件1.1.8CT-1cm3268.58 1.1.8.14-7/Nm3268.58 2.1662.166*124件1.1.9CT-1dm32.51 1.1.9.17/Jm32.51 2.5081.1.10CT-1em33.19 1.1.10.18/Jm33.19 3.1921.1.11CT-2bm37.56 1.1.11.13/Fm37.56 7.561.1.12CT-2dm327.36 1.1.12.17/Gm327.36 4.564.560*6件25-1

3、84 C30現(xiàn)澆基礎(chǔ)梁地坑支撐梁(泵送商品砼)C30m3299.12 2.10層m3299.12 2.1.12JL-1m350.92 2.1.1.1E/1-2m35.29 0.84 *6.32.1.1.2F/2-3m35.04 0.84 *62.1.1.3G/4-7m315.37 0.84 *6.15.124*3件2.1.1.4M/4-7m315.50 0.84 *6.155.166*3件2.1.1.5N/4-7m34.97 0.84 *5.9192.1.1.6P/4-7m34.75 0.84 *5.652.1.22JL-1am39.88 2.1.2.1E/2-3m39.88 1.19 *8.

4、32.1.32JL-1bm351.16 2.1.3.12/E-Fm340.32 0.84 *4.84.032*10件2.1.3.24-7/M-Nm34.28 0.84 *5.12.1.3.34-7/N-Pm32.18 0.84 *2.62.1.3.4F/3-4m34.37 0.84 *5.22.1.42JL-1dm34.34 2.1.4.1F/4-7m34.34 0.7 *6.22.1.52JL-2m386.21 2.1.5.14-7/P-Qm31.70 0.6 *2.961-0.074獨(dú)立基2.1.5.24-7/P-Qm30.43 0.6 *1.207-0.293獨(dú)立基2.1.5.34-7/

5、Q-Rm31.47 0.6 *2.452.1.5.44-7/Q-Rm30.01 0.6 *1.6-0.95獨(dú)立基2.1.5.54-7/Q-Rm31.17 0.6 *1.985-0.025獨(dú)立基2.1.5.610-7/C-Dm33.00 0.6 *5.25-0.15獨(dú)立基2.1.5.7E/3-4m31.37 0.6 *2.2782.1.5.8E/4-7m37.92 0.6 *2.21.320*6件2.1.5.9G/4-7m32.43 0.6 *1.350.810*3件2.1.5.10H/4-7m38.64 0.6 *2.41.440*6件2.1.5.11H/10-7m323.46 0.6 *2.

6、31.380*17件2.1.5.12J/4-7m33.87 0.6 *6.452.1.5.13J/7-8m30.63 0.6 *1.052.1.5.14J/7-8m31.29 0.6 *2.152.1.5.15K/4-7m33.22 0.6 *6.6-0.742獨(dú)立基2.1.5.16M/4-7m30.48 0.6 *1.75-0.569獨(dú)立基2.1.5.17M/4-7m33.54 0.6 *2.951.770*2件2.1.5.18N/4-7m32.10 0.6 *1.751.050*2件2.1.5.19N/4-7m31.91 0.6 *3.1812.1.5.20P-Q/7-8m30.96 0.

7、6 *1.782-0.107獨(dú)立基2.1.5.21P-Q/7-8m30.93 0.6 *1.646-0.058獨(dú)立基2.1.5.22P/4-7m31.53 0.6 *2.552.1.5.23P/4-7m31.59 0.6 *2.652.1.5.24P/7-8m311.40 0.6 *1.91.140*10件2.1.5.25Q-R/4-7m30.57 0.6 *0.992-0.022獨(dú)立基2.1.5.26Q/4-7m30.26 0.6 *2.1-0.998獨(dú)立基2.1.5.27Q/4-7m30.00 0.6 *1.85-1.11獨(dú)立基2.1.5.28Q/4-7m30.33 0.6 *2.65-1

8、.259獨(dú)立基2.1.62JL-2am386.53 2.1.6.12/A-Bm348.36 0.6 *1.550.930*52件2.1.6.22/D-Em32.61 0.6 *1.450.870*3件2.1.6.33/C-Dm30.16 0.6 *1.55-0.775獨(dú)立基2.1.6.43/D-Em30.87 0.6 *1.7-0.15獨(dú)立基2.1.6.53/D-Em30.93 0.6 *1.8-0.15獨(dú)立基2.1.6.64-7/P-Qm30.54 0.6 *0.92.1.6.74-7/P-Qm30.10 0.6 *1-0.5獨(dú)立基2.1.6.87/C-Dm30.31 0.6 *1.8-0.

9、925獨(dú)立基0.155*2件2.1.6.97/E-Fm30.93 0.6 *1.6-0.03獨(dú)立基2.1.6.107/M-Nm32.22 0.6 *1.851.110*2件2.1.6.117/N-Pm31.68 0.6 *2.82.1.6.1210-7/D-Em36.00 0.6 *5.25-0.15獨(dú)立基3.000*2件2.1.6.1310-7/D-Em33.00 0.6 *5.5-0.3獨(dú)立基2.1.6.1410-7/F-Gm33.00 0.6 *52.1.6.15C/4-7m31.44 0.6 *2.42.1.6.16C/10-7m31.86 0.6 *3.12.1.6.17D/3-4m

10、30.75 0.6 *1.252.1.6.18D/3-4m30.84 0.6 *2.3-0.536獨(dú)立基2.1.6.19D/4-7m30.08 0.6 *1.35-0.735獨(dú)立基2.1.6.20D/4-7m30.81 0.6 *1.352.1.6.21D/4-7m31.38 0.6 *1.150.690*2件2.1.6.22F/10-7m33.60 0.6 *1.50.900*4件2.1.6.23G/10-7m30.15 0.6 *1.5-0.75獨(dú)立基2.1.6.24G/10-7m34.92 0.6 *2.051.230*4件2.1.72JL-2bm310.08 2.1.7.1D/2-3m

11、310.08 0.7 *1.61.120*9件3負(fù)三層墻、柱、梁板砼量及模板工程量m333.63 3.1-3KZ1m31.32 3.1.11/Jm31.32 (0.48) *2.95-0.096現(xiàn)澆板3.2-3KZ1am33.90 3.2.11/Mm32.97 (0.36) *2.95-0.072現(xiàn)澆板0.990*3件3.2.21/Nm30.93 (0.36) *2.95-0.132現(xiàn)澆板3.3-3KZ1bm30.76 3.3.11/Pm30.76 (0.36) *2.25-0.054現(xiàn)澆板3.4-3KZ1cm31.94 3.4.11/Qm30.99 (0.36) *2.95-0.072現(xiàn)澆板

12、3.4.22/Qm30.95 (0.36) *2.95-0.108現(xiàn)澆板3.5-3KZ1dm30.99 3.5.13/Qm30.99 (0.36) *2.95-0.072現(xiàn)澆板3.6-3KZ1em31.54 3.6.11/Hm31.54 (0.56) *2.95-0.112現(xiàn)澆板3.7-3KZ2m36.61 3.7.13/Hm31.33 (0.48) *2.95-0.088現(xiàn)澆板3.7.23/Lm33.96 (0.48) *2.95-0.096現(xiàn)澆板1.320*3件3.7.33/Pm31.32 (0.48) *2.95-0.094現(xiàn)澆板3.8-3KZ2am32.69 3.8.13/Mm31.3

13、4 (0.48) *2.95-0.077現(xiàn)澆板3.8.23/Nm31.35 (0.48) *2.95-0.066現(xiàn)澆板3.9-3KZ2bm31.54 3.9.12/Hm31.54 (0.56) *2.95-0.112現(xiàn)澆板3.10-3KZ3m33.96 3.10.12/Mm33.96 (0.48) *2.95-0.096現(xiàn)澆板1.320*3件3.11-3KZ3am33.38 3.11.12/Nm31.67 (0.64) *2.95-0.22現(xiàn)澆板3.11.22/Pm31.71 (0.64) *2.95-0.176現(xiàn)澆板3.12-3KZ3bm31.76 3.12.12/Jm31.76 (0.64

14、) *2.95-0.128現(xiàn)澆板3.13-3KZ4m30.84 3.13.12-3/Nm30.84 (0.3) *2.95-0.041現(xiàn)澆板3.14-3KZ5m30.69 3.14.11-2/Jm30.69 (0.25) *2.95-0.05現(xiàn)澆板3.15-3KZ6m30.89 3.15.12-3/Mm30.89 (0.32) *2.95-0.058現(xiàn)澆板3.16-3KZ7m30.83 3.16.11-2/Hm30.83 (0.3) *2.95-0.06現(xiàn)澆板45-185 C30現(xiàn)澆單梁框架梁連續(xù)梁(泵送商品砼)C30m345.16 4.1-2KL-1m32.18 4.1.1J/2-3m32.

15、18 (0.5 *0.65) *9.7-0.97現(xiàn)澆板4.2-2KL-1m30.80 4.2.1J-K/1-2m30.80 (0.25 *0.65) *7.6-0.081砼柱-0.355現(xiàn)澆板4.3-2KL-2m33.89 4.3.1K/1-3m33.89 (0.5 *0.65) *18.1-0.26砼柱-1.73現(xiàn)澆板4.4-2KL-2m30.86 4.4.1K/1-(1/O1)m30.86 (0.4 *1.13) *2.3-0.184現(xiàn)澆板4.5-2KL-3m33.89 4.5.1L/1-3m33.89 (0.5 *0.65) *18.6-0.422砼柱-1.73現(xiàn)澆板4.6-2KL-4m

16、31.71 4.6.1M/1-2m31.71 (0.5 *0.65) *7.605-0.76現(xiàn)澆板4.7-2KL-4m30.90 4.7.1M/2-3m30.90 (0.3 *0.65) *6.8-0.02砼柱-0.402現(xiàn)澆板4.8-2KL-4m30.25 4.8.1L-M/2-3m30.25 (0.25 *0.65) *2.202-0.11現(xiàn)澆板4.9-2KL-5m33.50 4.9.1N/3-(1/O1)m33.50 (0.5 *1.05) *11.75-0.735砼柱-1.932現(xiàn)澆板4.10-2KL-5m30.29 4.10.1N-P/2-3m30.29 (0.25 *0.65) *

17、3.405-0.163砼柱-0.098現(xiàn)澆板4.11-2KL-5m30.91 4.11.1N-P/1-3m30.91 (0.25 *0.7) *7.6-0.119交叉-0.021砼柱-0.278現(xiàn)澆板4.12-2KL-6m34.77 4.12.1P/1-(1/O1)m30.63 (0.5 *0.65) *2.675-0.057砼柱-0.188現(xiàn)澆板4.12.2P/1-2m31.90 (0.5 *0.65) *8.725-0.07交叉-0.296砼柱-0.57現(xiàn)澆板4.12.3P/2-4m32.25 (0.5 *0.65) *11.011-0.101交叉-0.259砼柱-0.971現(xiàn)澆板4.13

18、-2KL-7m35.64 4.13.11/J-Mm32.98 (0.35 *0.65) *20.6-0.387砼柱-1.323現(xiàn)澆板4.13.21/M-Nm31.04 (0.35 *0.65) *7.15-0.057交叉-0.068砼柱-0.462現(xiàn)澆板4.13.31/N-Rm31.63 (0.35 *0.65) *10.85-0.144交叉-0.208砼柱-0.488現(xiàn)澆板4.14-2KL-8m30.65 4.14.11-2/G-Km30.65 (0.25 *0.6) *7.475-0.019交叉-0.127砼柱-0.325現(xiàn)澆板4.15-2KL-9m35.69 4.15.12/J-Km31

19、.40 (0.5 *0.65) *6.9-0.081交叉-0.146砼柱-0.62現(xiàn)澆板4.15.22/K-Lm31.42 (0.5 *0.65) *6.9-0.163交叉-0.032砼柱-0.63現(xiàn)澆板4.15.32/L-Mm31.42 (0.5 *0.65) *6.9-0.081交叉-0.114砼柱-0.63現(xiàn)澆板4.15.42/M-Nm31.46 (0.5 *0.65) *7.15-0.081交叉-0.13砼柱-0.65現(xiàn)澆板4.16-2KL-9m30.70 4.16.12-3/G-Jm30.70 (0.25 *0.65) *7.3-0.004交叉-0.175砼柱-0.31現(xiàn)澆板4.17

20、-2KL-9m33.29 4.17.12/N-Qm33.29 (0.5 *1.05) *10.65-0.131交叉-0.735砼柱-1.44現(xiàn)澆板4.18-2KL-10m30.90 4.18.12-3/M-Nm30.90 (0.25 *0.65) *6.8-0.204現(xiàn)澆板4.19-2L-1m30.11 4.19.1H-J/1-2m30.11 (0.2 *0.4) *2.8-0.112現(xiàn)澆板4.20-2L-2m30.09 4.20.1H-J/1-2m30.09 (0.2 *0.4) *2.35-0.094現(xiàn)澆板4.21-2L-3m30.46 4.21.12-3/M-Nm30.10 (0.2 *

21、0.4) *1.95-0.008交叉-0.044現(xiàn)澆板4.21.2M-N/2-3m30.35 (0.2 *0.4) *2.1-0.05現(xiàn)澆板0.118*3件4.22-2L-4m30.73 4.22.11-2/G-Km30.73 (0.25 *0.6) *7.475-0.019交叉-0.367現(xiàn)澆板4.23-2L-5m30.48 4.23.11-2/K-Lm30.48 (0.25 *0.5) *6.4-0.32現(xiàn)澆板4.24-2L-6m30.67 4.24.11-2/M-Nm30.67 (0.25 *0.6) *6.65-0.333現(xiàn)澆板4.25-2L-7m31.74 4.25.12-3/M-N

22、m30.87 (0.25 *0.6) *7.25-0.217現(xiàn)澆板4.25.22-3/M-Pm30.87 (0.25 *0.6) *7.375-0.019交叉-0.217現(xiàn)澆板4.26-2L-8m30.05 4.26.1K-L/1-2m30.05 (0.2 *0.4) *1.25-0.05現(xiàn)澆板55-187 C20現(xiàn)澆圈梁(泵送商品砼)C30m32.74 65-191 C30現(xiàn)澆砼擋土墻和地下室墻(泵送商品砼)C40m3331.37 6.1擋墻m3188.01 6.1.13/H-Qm3129.80 (2.991) *46-0.205交叉-0.02砼柱-7.541跨層量6.1.2H/1-2m32

23、5.30 (2.991) *8.95-0.001砼柱-1.467跨層量6.1.3H/2-4m332.92 (2.991) *11.667-0.061砼柱-1.913跨層量6.23Q1-3Q1m395.80 6.2.11-(1/O1)/H-Jm36.93 (0.4 *2.95) *6.65-0.532現(xiàn)澆板-0.385砼柱6.2.23/H-Rm345.42 (0.4 *2.95) *45.7-0.472交叉-3.388現(xiàn)澆板-4.644砼柱6.2.3H/2-(1/O1)m37.81 (0.4 *2.95) *8.9-0.712現(xiàn)澆板-1.98砼柱6.2.4H/2-3m310.77 (0.4 *2

24、.95) *10.525-0.739現(xiàn)澆板-0.913砼柱6.2.5J/1-(1/O1)m32.63 (0.4 *2.95) *2.525-0.132現(xiàn)澆板-0.22砼柱6.2.6Q/3-(1/O1)m322.25 (0.4 *2.95) *22.025-1.786現(xiàn)澆板-1.956砼柱6.33Q2-3Q2m347.56 6.3.1(1/O1)/J-Qm347.56 (0.45 *2.95) *38.45-3.483現(xiàn)澆板75-199 C30現(xiàn)澆有梁板(泵送商品砼)C30m3179.67 7.1XB120m36.65 7.1.12-4/M-Nm36.65 81.1449 *0.12-1.178

25、板洞-1.911樓梯7.2XB200m3173.02 7.2.11-(1/O1外)/K-Nm35.26 64.9345 *0.2-7.723樓梯7.2.22-4/G-Mm358.30 299.389 *0.2-1.582內(nèi)部7.2.32-4/N-Rm322.98 114.875 *0.27.2.43-(1/O1外)/J-Lm315.59 84.6001 *0.2-0.736內(nèi)部-0.597樓梯7.2.53-(1/O1外)/M-Rm326.09 130.425 *0.27.2.63-(1/O1)/G-Km39.07 69.92 *0.2-1.948板洞-2.964樓梯7.2.73-(1/O1)/

26、K-Pm335.74 190.8 *0.2-2.258內(nèi)部-0.162板洞85-203 C20現(xiàn)澆樓梯直形(泵送商品砼)C3010m27.21 8.1樓梯1-310m21.48 8.1.11-2/H-J10m21.48 (LTD:樓梯段14.567 +TJ:梯井0.252)/108.2樓梯2-310m21.59 8.2.12-4/M-N10m21.59 (LTD:樓梯段15.673 +TJ:梯井0.252)/108.3自行車坡道-310m24.14 8.3.11-(1/O1)/J-N10m24.14 (LTD:樓梯段41.400)/1095-298 C30現(xiàn)澆構(gòu)造柱(非泵送商品砼)C30m35

27、.81 第20章 模板工程1720-26 矩形柱復(fù)合木模板10m213.59 17.1-3KZ110m20.49 17.1.11/J10m20.49 (2.8) *2.95-0.227梁斷面-0.43現(xiàn)澆板-2.673砼外墻)/1017.2-3KZ1a10m22.43 17.2.11/M10m21.89 (2.4) *2.95-0.455梁斷面-0.34現(xiàn)澆板)/100.629*3件17.2.21/N10m20.54 (2.4) *2.95-1.505梁斷面-0.158現(xiàn)澆板)/1017.3-3KZ1b10m20.42 17.3.11/P10m20.42 (2.4) *2.25-1.105梁斷

28、面-0.105現(xiàn)澆板)/1017.4-3KZ1c10m20.49 17.4.11/Q10m20.26 (2.4) *2.95-0.227梁斷面-0.307現(xiàn)澆板-3.97砼外墻)/1017.4.22/Q10m20.23 (2.4) *2.95-0.525梁斷面-0.38現(xiàn)澆板-3.85砼外墻)/1017.5-3KZ1d10m20.17 17.5.13/Q10m20.17 (2.4) *2.95-0.24現(xiàn)澆板-5.15砼外墻)/1017.6-3KZ1e10m20.28 17.6.11/H10m20.28 (3) *2.95-0.46現(xiàn)澆板-5.58砼外墻)/1017.7-3KZ210m21.6

29、9 17.7.13/H10m20.17 (2.8) *2.95-0.27現(xiàn)澆板-6.34砼外墻)/1017.7.23/J10m20.39 (2.8) *2.95-0.44現(xiàn)澆板-3.97砼外墻)/1017.7.33/K10m20.42 (2.8) *2.95-1.47梁斷面-0.44現(xiàn)澆板-2.2砼外墻)/1017.7.43/L10m20.36 (2.8) *2.95-0.325梁斷面-0.34現(xiàn)澆板-3.97砼外墻)/1017.7.53/P10m20.36 (2.8) *2.95-2.112梁斷面-0.335現(xiàn)澆板-2.2砼外墻)/1017.8-3KZ2a10m20.77 17.8.13/M

30、10m20.39 (2.8) *2.95-0.352現(xiàn)澆板-4.002砼外墻)/1017.8.23/N10m20.38 (2.8) *2.95-0.163梁斷面-0.298現(xiàn)澆板-4.002砼外墻)/1017.9-3KZ2b10m20.39 17.9.12/H10m20.39 (3) *2.95-2.368梁斷面-0.36現(xiàn)澆板-2.21砼外墻)/1017.10-3KZ310m22.07 17.10.12/L10m21.36 (2.8) *2.95-1.3梁斷面-0.16現(xiàn)澆板)/100.680*2件17.10.22/M10m20.71 (2.8) *2.95-0.845梁斷面-0.276現(xiàn)澆

31、板)/1017.11-3KZ3a10m21.51 17.11.12/N10m20.76 (3.2) *2.95-1.55梁斷面-0.254現(xiàn)澆板)/1017.11.22/P10m20.75 (3.2) *2.95-1.7梁斷面-0.265現(xiàn)澆板)/1017.12-3KZ3b10m20.85 17.12.12/J10m20.85 (3.2) *2.95-0.487梁斷面-0.49現(xiàn)澆板)/1017.13-3KZ410m20.60 17.13.12-3/N10m20.60 (2.2) *2.95-0.203梁斷面-0.272現(xiàn)澆板)/1017.14-3KZ510m20.52 17.14.11-2/

32、J10m20.52 (2) *2.95-0.475梁斷面-0.25現(xiàn)澆板)/1017.15-3KZ610m20.64 17.15.12-3/M10m20.64 (2.4) *2.95-0.357梁斷面-0.29現(xiàn)澆板)/1017.16-3KZ710m20.26 17.16.11-2/H10m20.26 (2.2) *2.95-1.377梁斷面-0.29現(xiàn)澆板-2.2砼外墻)/101820-31 構(gòu)造柱復(fù)合木模板10m27.46 18.1GZ200*20010m27.46 18.1.11-(1/O1)/J-K10m20.19 (0.8) *2.95-0.39梁-0.024圈梁-0.016現(xiàn)澆板)

33、/1018.1.21-(1/O1)/J-K10m20.14 (0.618) *2.95-0.441梁)/1018.1.31-2/H-J10m20.19 (0.8) *2.95-0.44梁)/1018.1.41-2/H-J10m20.20 (0.8) *2.95-0.32梁-0.024圈梁-0.016現(xiàn)澆板)/1018.1.51-2/H-J10m20.19 (0.8) *2.95-0.46梁)/1018.1.61-2/J-K10m20.19 (0.8) *2.95-0.385梁-0.024圈梁-0.054過梁-0.016現(xiàn)澆板)/1018.1.71-2/J-K10m20.21 (0.8) *2.

34、95-0.072圈梁-0.063過梁-0.088現(xiàn)澆板)/1018.1.81-2/K-L10m20.19 (0.8) *2.95-0.418梁-0.012圈梁-0.008現(xiàn)澆板)/1018.1.91-2/K-L10m20.20 (0.8) *2.95-0.38梁)/1018.1.101-2/M-N10m20.16 (0.8) *2.95-0.75梁)/1018.1.111-2/M-N10m20.20 (0.8) *2.95-0.36梁-0.024圈梁-0.016現(xiàn)澆板)/1018.1.121-2/M-N10m20.19 (0.8) *2.95-0.42梁-0.012圈梁-0.008現(xiàn)澆板)/1

35、018.1.131-2/M-N10m20.44 (0.8) *2.95-0.072圈梁-0.088現(xiàn)澆板)/100.220*2件18.1.141-2/M-N10m20.34 (0.8) *2.95-0.63梁-0.024圈梁-0.016現(xiàn)澆板)/100.169*2件18.1.152-3/L-M10m20.21 (0.9) *2.95-0.52梁-0.012圈梁-0.008現(xiàn)澆板)/1018.1.162-3/L-M10m20.18 (0.8) *2.95-0.52梁-0.02過梁)/1018.1.172-3/L-M10m20.21 (0.9) *2.95-0.585梁)/1018.1.182-3

36、/M-N10m20.78 (0.8) *2.95-0.4梁-0.012圈梁)/100.195*4件18.1.192-3/M-N10m20.19 (0.8) *2.95-0.4梁-0.012圈梁-0.01過梁)/1018.1.202-3/M-N10m20.19 (0.8) *2.95-0.4梁-0.012圈梁-0.036過梁)/1018.1.212-3/M-N10m20.17 (0.671) *2.95-0.16梁-0.048圈梁-0.063過梁)/1018.1.222-3/M-N10m21.66 (0.8) *2.95-0.52梁)/100.184*9件18.1.232-3/M-N10m20.

37、26 (0.9) *2.95-0.108圈梁)/1018.1.242-3/M-N10m20.18 (0.8) *2.95-0.455梁-0.012圈梁-0.07過梁)/1018.1.252-3/N-P10m20.20 (0.8) *2.95-0.34梁-0.024圈梁-0.036現(xiàn)澆板)/1018.1.262-3/N-P10m20.20 (0.8) *2.95-0.27梁-0.048圈梁-0.021過梁-0.032現(xiàn)澆板)/101920-35 挑梁 單梁 連續(xù)梁 框架梁復(fù)合木模板10m232.95 19.1-2KL-110m21.36 19.1.1J/2-310m21.36 (1.8) *9.

38、7-3.88現(xiàn)澆板)/1019.2-2KL-110m20.82 19.2.1J-K/1-210m20.82 (1.55) *7.6-0.15交叉-0.625砼柱-2.84現(xiàn)澆板)/1019.3-2KL-210m22.42 19.3.1K/1-310m22.42 (1.8) *18.1-0.65交叉-0.79砼柱-6.92現(xiàn)澆板)/1019.4-2KL-210m20.52 19.4.1K/1-(1/O1)10m20.52 (2.66) *2.3-0.92現(xiàn)澆板)/1019.5-2KL-310m22.42 19.5.1L/1-310m22.42 (1.8) *18.6-0.65交叉-1.69砼柱-

39、6.92現(xiàn)澆板)/1019.6-2KL-410m21.07 19.6.1M/1-210m21.07 (1.8) *7.605-3.042現(xiàn)澆板)/1019.7-2KL-410m20.80 19.7.1M/2-310m20.80 (1.6) *6.8-0.165砼柱-2.679現(xiàn)澆板)/1019.8-2KL-410m20.25 19.8.1L-M/2-310m20.25 (1.55) *2.202-0.004砼柱-0.88現(xiàn)澆板)/1019.9-2KL-510m22.18 19.9.1N/3-(1/O1)10m22.18 (2.6) *11.75-1.288交叉-2.353砼柱-1.17砼外墻-

40、3.96現(xiàn)澆板)/1019.10-2KL-510m20.30 19.10.1N-P/2-310m20.30 (1.55) *3.405-1.558砼柱-0.768現(xiàn)澆板)/1019.11-2KL-510m20.90 19.11.1N-P/1-310m20.90 (1.65) *7.6-1.08交叉-0.24砼柱-2.176現(xiàn)澆板)/1019.12-2KL-610m22.88 19.12.1P/1-(1/O1)10m20.35 (1.8) *2.675-0.228交叉-0.087砼柱-0.36砼外墻-0.69現(xiàn)澆板)/1019.12.2P/1-210m21.15 (1.8) *8.725-0.5

41、08交叉-1.355砼柱-2.317現(xiàn)澆板)/1019.12.3P/2-410m21.39 (1.8) *11.011-0.659交叉-1.429砼柱-3.885現(xiàn)澆板)/1019.13-2KL-710m24.44 19.13.11/J-M10m22.36 (1.65) *20.6-2.806砼柱-7.56現(xiàn)澆板)/1019.13.21/M-N10m20.83 (1.65) *7.15-0.413交叉-0.494砼柱-2.64現(xiàn)澆板)/1019.13.31/N-R10m21.26 (1.65) *10.85-1交叉-1.558砼柱-2.79現(xiàn)澆板)/1019.14-2KL-810m20.68

42、19.14.11-2/G-K10m20.68 (1.45) *7.475-0.181交叉-1.232砼柱-2.6現(xiàn)澆板)/1019.15-2KL-910m23.59 19.15.12/J-K10m20.87 (1.8) *6.9-0.45交叉-0.81砼柱-2.48現(xiàn)澆板)/1019.15.22/K-L10m20.88 (1.8) *6.9-0.9交叉-0.18砼柱-2.52現(xiàn)澆板)/1019.15.32/L-M10m20.88 (1.8) *6.9-0.45交叉-0.63砼柱-2.52現(xiàn)澆板)/1019.15.42/M-N10m20.96 (1.8) *7.15-0.288交叉-0.883砼

43、柱-2.08現(xiàn)澆板)/1019.16-2KL-910m20.71 19.16.12-3/G-J10m20.71 (1.55) *7.3-0.04交叉-1.665砼柱-2.48現(xiàn)澆板)/1019.17-2KL-910m21.98 19.17.12/N-Q10m21.98 (2.6) *10.65-1.332交叉-2.958砼柱-3.6現(xiàn)澆板)/1019.18-2KL-1010m20.89 19.18.12-3/M-N10m20.89 (1.55) *6.8-1.632現(xiàn)澆板)/1019.19-2L-110m20.17 19.19.1H-J/1-210m20.17 (1) *2.8-1.12現(xiàn)澆板

44、)/1019.20-2L-210m20.14 19.20.1H-J/1-210m20.14 (1) *2.35-0.94現(xiàn)澆板)/1019.21-2L-310m20.61 19.21.12-3/M-N10m20.14 (1) *1.95-0.1交叉-0.444現(xiàn)澆板)/1019.21.2M-N/2-310m20.32 (1) *2.1-0.504現(xiàn)澆板)/100.160*2件19.21.3M-N/2-310m20.15 (1) *2.1-0.08交叉-0.48現(xiàn)澆板)/1019.22-2L-410m20.73 19.22.11-2/G-K10m20.73 (1.45) *7.475-0.181

45、框架梁-0.58砼外墻-2.78現(xiàn)澆板)/1019.23-2L-510m20.54 19.23.11-2/K-L10m20.54 (1.25) *6.4-2.56現(xiàn)澆板)/1019.24-2L-610m20.70 19.24.11-2/M-N10m20.70 (1.45) *6.65-2.66現(xiàn)澆板)/1019.25-2L-710m21.76 19.25.12-3/M-N10m20.88 (1.45) *7.25-1.74現(xiàn)澆板)/1019.25.22-3/M-P10m20.88 (1.45) *7.375-0.181框架梁-1.74現(xiàn)澆板)/1019.26-2L-810m20.08 19.2

46、6.1K-L/1-210m20.08 (1) *1.25-0.5現(xiàn)澆板)/102020-41 圈梁 地坑支撐梁復(fù)合木模板10m20.00 20.1QL200*12010m20.00 20.1.11-(1/O1)/J-N10m20.00 (0.24) *20.2-0.432砼柱-0.408構(gòu)造柱-0.432過梁-3.576現(xiàn)澆板)/1020.1.21-(1/O1)/M-N10m20.00 (0.24) *1.7-0.024砼柱-0.048構(gòu)造柱-0.336現(xiàn)澆板)/1020.1.31-2/G-H10m20.00 (0.24) *0.361-0.048現(xiàn)澆板)/1020.1.41-2/G-J10m

47、20.00 (0.24) *3.1-0.048構(gòu)造柱-0.696現(xiàn)澆板)/1020.1.51-2/H-J10m20.00 (0.24) *2.7-0.048構(gòu)造柱-0.6現(xiàn)澆板)/1020.1.61-2/H-J10m20.00 (0.24) *3.8-0.048構(gòu)造柱-0.864現(xiàn)澆板)/1020.1.71-2/H-K10m20.00 (0.24) *1-0.096構(gòu)造柱-0.144現(xiàn)澆板)/100.000*2件20.1.81-2/J-K10m20.00 (0.24) *3-0.096構(gòu)造柱-0.624現(xiàn)澆板)/1020.1.91-2/K-L10m20.00 (0.24) *0.8-0.096

48、構(gòu)造柱-0.096現(xiàn)澆板)/100.000*3件20.1.101-2/M-N10m20.00 (0.24) *1.7-0.096構(gòu)造柱-0.312現(xiàn)澆板)/1020.1.111-2/M-N10m20.00 (0.24) *2.1-0.096構(gòu)造柱-0.408現(xiàn)澆板)/1020.1.121-2/M-N10m20.00 (0.24) *0.4-0.096構(gòu)造柱)/1020.1.132-3/H-K10m20.00 (0.24) *6.8-0.072砼柱-0.096構(gòu)造柱-1.464現(xiàn)澆板)/1020.1.142-3/K-L10m20.00 (0.24) *0.8-0.024砼柱-0.048構(gòu)造柱-0

49、.12現(xiàn)澆板)/1020.1.152-3/L-N10m20.00 (0.24) *2.15-0.072構(gòu)造柱-0.444現(xiàn)澆板)/1020.1.162-3/L-N10m20.00 (0.24) *2.15-0.096構(gòu)造柱-0.42現(xiàn)澆板)/100.000*2件20.1.172-3/M-N10m20.00 (0.24) *0.6-0.048構(gòu)造柱-0.096現(xiàn)澆板)/1020.1.182-3/M-N10m20.00 (0.24) *2-0.096構(gòu)造柱-0.384現(xiàn)澆板)/1020.1.192-3/M-P10m20.00 (0.24) *6.7-0.12砼柱-0.144構(gòu)造柱-1.344現(xiàn)澆板

50、)/1020.1.202-3/M-P10m20.00 (0.24) *2.65-0.096構(gòu)造柱-0.54現(xiàn)澆板)/100.000*2件20.1.212-3/N-P10m20.00 (0.24) *1-0.108砼柱-0.048構(gòu)造柱-0.084現(xiàn)澆板)/1020.1.22H-J/1-210m20.00 (0.24) *2.998-0.096構(gòu)造柱-0.624現(xiàn)澆板)/1020.1.23H-J/2-(1/O1)10m20.00 (0.24) *2.675-0.048構(gòu)造柱-0.594現(xiàn)澆板)/1020.1.24J-K/1-(1/O1)10m20.00 (0.24) *2.625-0.048構(gòu)造

51、柱-0.582現(xiàn)澆板)/1020.1.25J-K/1-210m20.00 (0.24) *2.1-0.048構(gòu)造柱-0.456現(xiàn)澆板)/1020.1.26J-K/1-310m20.00 (0.24) *6.2-0.288砼柱-0.048構(gòu)造柱-1.152現(xiàn)澆板)/1020.1.27J-K/2-(1/O1)10m20.00 (0.24) *2.6-0.096構(gòu)造柱-0.528現(xiàn)澆板)/1020.1.28K-L/1-310m20.00 (0.24) *1.75-0.096構(gòu)造柱-0.324現(xiàn)澆板)/100.000*2件20.1.29K-L/1-310m20.00 (0.24) *1.75-0.16

52、8砼柱-0.048構(gòu)造柱-0.204現(xiàn)澆板)/1020.1.30L-M/2-310m20.00 (0.24) *1.35-0.096構(gòu)造柱-0.228現(xiàn)澆板)/1020.1.31L-M/2-310m20.00 (0.24) *1.05-0.048構(gòu)造柱-0.204現(xiàn)澆板)/1020.1.32L-M/2-310m20.00 (0.24) *4.15-0.192砼柱-0.096構(gòu)造柱-0.708現(xiàn)澆板)/1020.1.33L-M/2-310m20.00 (0.24) *0.95-0.096構(gòu)造柱-0.132現(xiàn)澆板)/1020.1.34M-N/1-210m20.00 (0.24) *4.2-0.09

53、6構(gòu)造柱-0.912現(xiàn)澆板)/100.000*2件20.1.35M-N/2-(1/O1)10m20.00 (0.24) *0.9-0.096構(gòu)造柱-0.12現(xiàn)澆板)/100.000*2件20.1.36M-N/2-(1/O1)10m20.00 (0.24) *0.9-0.12砼柱-0.048構(gòu)造柱-0.048現(xiàn)澆板)/1020.1.37M-N/2-310m20.00 (0.24) *1.35-0.109構(gòu)造柱-0.215現(xiàn)澆板)/1020.1.38M-N/2-310m20.00 (0.24) *0.95-0.083構(gòu)造柱-0.145現(xiàn)澆板)/1020.1.39M-N/2-310m20.00 (0

54、.24) *1.625-0.048構(gòu)造柱-0.342現(xiàn)澆板)/1020.1.40N-P/2-310m20.00 (0.24) *1.1-0.096構(gòu)造柱-0.168現(xiàn)澆板)/1020.1.41N-P/2-310m20.00 (0.24) *2.3-0.096構(gòu)造柱-0.456現(xiàn)澆板)/100.000*3件20.1.42N-P/2-310m20.00 (0.24) *2.4-0.024砼柱-0.048構(gòu)造柱-0.504現(xiàn)澆板)/1020.1.43N-P/2-310m20.00 (0.24) *2.8-0.096砼柱-0.576現(xiàn)澆板)/1020.1.44P/2-310m20.00 (0.24)

55、*1.1-0.024砼柱-0.048構(gòu)造柱-0.192現(xiàn)澆板)/102120-48 地下室外墻墻厚300mm復(fù)合木模板10m272.37 21.13Q1-3Q110m250.52 21.1.11-(1/O1)/H-J10m23.69 (2 *2.95) *6.65-1.033砼柱斷面-1.27現(xiàn)澆板)/1021.1.23/H-R10m224.39 (2 *2.95) *45.7-1.18交叉-15.93砼柱斷面-0.98梁斷面-7.692現(xiàn)澆板)/1021.1.3H/2-(1/O1)10m23.91 (2 *2.95) *8.9-8.26砼柱斷面-2.26梁斷面-2.9現(xiàn)澆板)/1021.1.

56、4H/2-310m25.56 (2 *2.95) *10.525-3.098砼柱斷面-1.47梁斷面-1.94現(xiàn)澆板)/1021.1.5J/1-(1/O1)10m21.33 (2 *2.95) *2.525-1.18砼柱斷面-0.465現(xiàn)澆板)/1021.1.6Q/3-(1/O1)10m211.64 (2 *2.95) *22.025-2.36交叉-4.72砼柱斷面-6.43現(xiàn)澆板)/1021.23Q2-3Q210m221.85 21.2.1(1/O1)/J-Q10m221.85 (2 *2.95) *38.45-0.85梁斷面-7.515現(xiàn)澆板)/102220-59 現(xiàn)澆板厚度20cm內(nèi)復(fù)合

57、木模板10m276.19 22.1XB12010m24.53 22.1.12-4/M-N10m24.53 (81.145 +25.6 *0.12洞側(cè)壁-9.815板洞-6.351框架梁-5.255次梁-0.815圈梁-2.958砼外墻-0.47181.145板面積0.3m2柱-13.138樓梯-0.105砼柱)/1022.2XB20010m271.66 22.2.11-(1/O1外)/K-N10m20.91 (64.935-8.701框架梁-9.313砼外墻-37.835樓梯)/1022.2.22-4/G-M10m225.97 (299.391 +1.151 *0.2洞側(cè)壁-6.963內(nèi)部-1

58、7.39框架梁-14.626砼外墻-0.93299.389板面積0.3m2柱-0.005磚內(nèi)墻)/1022.2.32-4/N-R10m29.65 (114.876-9.774框架梁-8.14砼外墻-0.079114.875板面積0.3m2柱-0.35磚內(nèi)墻)/1022.2.43-(1/O1外)/J-L10m26.35 (84.6 +2.575 *0.2洞側(cè)壁-3.68內(nèi)部-9.949框架梁-0.013次梁-3.632砼外墻-0.2184.6板面積0.3m2柱-2.645樓梯-1.51磚內(nèi)墻)/1022.2.53-(1/O1外)/M-R10m210.11 (130.425-20.109框架梁-8

59、.95砼外墻-0.27130.425板面積0.3m2柱)/1022.2.63-(1/O1)/G-K10m23.35 (69.92 +17.55 *0.2洞側(cè)壁-9.74板洞-5.682框架梁-2.83次梁-6.069砼外墻-0.80569.92板面積0.3m2柱-14.681樓梯-0.008磚內(nèi)墻-0.075砼柱)/1022.2.73-(1/O1)/K-P10m215.31 (190.801 +3.8 *0.2洞側(cè)壁-9.938內(nèi)部-0.812板洞-22.354框架梁-3.5次梁-0.522190.8板面積0.3m2柱-1.32磚內(nèi)墻)/102320-70 樓梯復(fù)合木模板10m210.19 2

60、3.1樓梯1-310m22.40 23.1.11-2/H-J10m22.40 (DM:斜底面8.005 +TL1:梯梁12.369 +TL2:梯梁22.369 +XXPT:休息平臺6.061 +XCM:斜側(cè)面0.950 +TBM:踏步側(cè)面4.200)/1023.2樓梯2-310m22.83 23.2.12-4/M-N10m22.83 (DM:斜底面9.720 +TL1:梯梁11.921 +TL2:梯梁21.921 +XXPT:休息平臺5.705 +XCM:斜側(cè)面1.407 +TBM:踏步側(cè)面5.100)/1023.3自行車坡道-310m24.96 23.3.11-(1/O1)/J-N10m24