工程量计算模板大全.xls

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1、工工程程量量汇汇总总表表序号定额编号分部分项名称单位数量1建筑面积m29276.612C35桩承台m3183.193C15垫层m329.564接桩个78.005C35地梁m322.746砖胎模m2387.777钢筋砼墙C40/250厚m2203.5350.888钢筋砼墙C40/200厚m21073.15214.639钢筋砼墙C35/200厚m21252.00250.4010钢筋砼墙C30/200厚m21252.00250.4011钢筋砼墙C25/200厚m2124.1824.8412矩形柱,周长1.6米以内,C40m35.3413异形柱,周长2.4米以内,C40m30.0014异形柱,周长3.

2、2米以内,C40m36.8015异形柱,周长3.2米以外,C40m337.0416矩形柱,周长1.6米以内,C35m33.2517异形柱,周长2.4米以内,C35m30.0018异形柱,周长3.2米以内,C35m36.5519异形柱,周长3.2米以外,C35m335.6420矩形柱,周长1.6米以内,C30m33.2521异形柱,周长2.4米以内,C30m30.0022异形柱,周长3.2米以内,C30m36.5523异形柱,周长3.2米以外,C30m335.6424矩形柱,周长1.6米以内,C25m33.2625异形柱,周长2.4米以内,C25m31.8426异形柱,周长3.2米以内,C25m

3、39.0727异形柱,周长3.2米以外,C25m337.9128构造柱C40m312.4329构造柱C35m313.2730构造柱C30m313.2731构造柱C25m314.2832异形梁m318.8833过梁C25m338.7234板下肋梁C30m3213.0635板下肋梁C25m3263.0736挑檐板C30m2265.4337挑檐板C25m2216.0038挑檐沟C25m29.7639有梁板,10cm以内,板厚10cm,C30砼m2783.0878.3140有梁板,10cm以外,板厚12cm,C30砼m23888.41466.6141有梁板,10cm以内,板厚10cm,C25砼m269

4、1.4469.1442有梁板,10cm以外,板厚12cm,C25砼m23350.67402.0843有梁板,10cm以外,板厚13cm,C25砼m275.439.8144有梁板,10cm以外,板厚14cm,C25砼m210.561.4845现浇钢筋砼阳台C30m2176.1917.6246现浇钢筋砼阳台C25m2474.6947.4747现浇钢筋砼雨棚翻边C30m24.270.4348现浇钢筋砼雨棚翻边C25m27.040.7049现浇钢筋砼雨棚,不带翻边C25m26.700.6750加气砼砌块墙,100厚m22809.0351加气砼砌块墙,200厚m25422.1452内1m21524.85

5、53内2m215759.6654内5m24590.4855地4m220.2556地6m221.6057地8m2109.6858地14m2158.7859地15m213.3060楼2m2605.1361楼4m2346.0862楼5m21316.6763楼10m211343.3864楼11m2991.2765棚1m2625.3866棚2m211957.9267棚4m22342.8468电梯井底板C35(板厚300)m317.9569钢筋砼电梯井壁,200厚,C40m227.0070台阶m212.1471散水m290.8872坡道m230.5073屋3/上人保温平屋面/有女儿墙m2287.2074屋

6、4/不上人保温平屋面/无女儿墙m2399.3675屋4/不上人保温平屋面/有女儿墙m227.6676屋6/不保温坡屋面/无女儿墙m275.4377外墙面砖m21462.0878外墙涂料m25418.8679钢立柱m70.7880压顶/C25m36.8381门窗面积m22880.26建建筑筑面面积积计计算算表表序号楼层主体部位非对称阳台部位其它层数小计1一层349.511349.512二层336.112.56516.241354.9153三二十六层336.115.97248209.924二十七层261.395.971267.365屋顶层58.9158.96机房层36136小小计计9276.605

7、9276.605综合脚手架9276.61满堂脚手架（3.6，5.2）在屋顶层45.03备注有柱雨棚C35C35桩桩承承台台C15C15垫垫层层工工程程量量计计算算表表名称长宽面积1面积2高承台数量承台砼体积垫层伸出宽度垫层高度CT1111110.340.1CT212.751.4726.950.340.1CT2a1.22.751.414.620.340.1CT42.752.751.4221.1750.340.1CT4a2.962.751.4111.3960.340.1CT54.0322.751.4115.52320.340.1CT652.81.4119.60.340.1CT38.94.8125.

8、1751.41174.10480.340.1CT5a14.66.310.7451.418.820.340.1合合计计183.189183.189垫层体积砖胎膜单个含桩量桩数量0.2824.000114.03473.5002140.64511.060222.35330.800481.24915.988441.61618.990551.97721.840665.693137.0603331.07420.4405568.64018.92218.922265.038265.0387878C35C35地地梁梁C15C15垫垫层层工工程程量量计计算算表表轴线名称备注 长宽高数量砼体积垫层伸出宽度 垫层高度

9、DL-1DL-1A*1-3横1.3 0.350.720.6370.340.1A-B*3-5横1.8 0.350.720.8820.340.1A-B*5-6横0.7 0.350.720.3430.340.1A-B*5-6斜0.6 0.350.720.3040.340.1B*7-10横2.9 0.350.710.7110.340.1B*11-12横1.1 0.350.710.2700.340.1D*7-8横1.4 0.350.710.3430.340.1D*10-12横0.6 0.350.710.1470.340.1E*5-7横1.9 0.350.710.4530.340.1E*7-8横1.1 0

10、.350.710.2700.340.1E*10-12横1.5 0.350.710.3680.340.1F*5-7横0.6 0.350.710.1350.340.11*A-C竖1.9 0.350.720.9310.340.11*C-D竖1.2 0.350.720.5880.340.11*D-E竖1.4 0.350.720.6860.340.15*B-C竖20.350.710.4800.340.15*C-D竖0.5 0.350.710.1230.340.15*D-E竖30.350.710.7280.340.16*A-B竖10.350.710.2400.340.16*B-C斜10.350.710.2

11、380.340.17*D-E竖2.3 0.350.710.5570.340.18*D-E竖2.2 0.350.710.5390.340.18*E-F竖10.350.710.2360.340.110*D-E竖1.8 0.350.710.4290.340.111*A-B竖0.6 0.350.710.1470.340.112*A-C竖1.5 0.350.710.3560.340.112*C-D竖20.350.710.4830.340.112*D-E竖2.1 0.350.710.5150.340.112*E-F竖20.350.710.4850.340.1小小计计12.62112.621DL-2DL-2

12、A*6-11横4.90.40.811.5680.340.1C*1-5横3.40.40.811.0720.340.1C*12-16横3.40.40.811.0720.340.1D*1-5横3.80.40.811.2160.340.1D*12-16横4.20.40.811.3280.340.1E*1-5横4.40.40.811.4080.340.1E*12-16横3.70.40.811.1840.340.1F*8-12横40.40.811.2740.340.1小小计计10.12210.122合合计计22.74322.743垫层体积砖胎膜0.2683.6400.3715.0400.1441.9600

13、.1281.7360.2994.0600.1131.5400.1441.9600.0620.8400.1912.5900.1131.5400.1552.1000.0570.7700.3915.3200.2473.3600.2883.9200.2022.7440.0520.7000.3064.1580.1011.3720.1001.3580.2343.1850.2273.0800.0991.3510.1802.4500.0620.8400.1502.0370.2032.7580.2162.9400.2042.7725.3065.30672.12172.1210.5297.8400.3625.36

14、00.3625.3600.4106.0800.4486.6400.4757.0400.4005.9200.4306.3683.4163.41650.60850.6088.7228.722122.729122.729砼砼墙墙工工程程量量计计算算表表序号轴线长高数量层数面积-0.100以下/250厚A*1+162.63.32117.16A*62.33.3117.59A*112.353.3117.76A-B*52.23.3117.26A-B*122.33.3117.59B*62.23.3117.26B*112.53.3118.25C*1+162.453.32116.17C*53.453.31111.

15、39C*122.453.3118.09C-D*103.23.31110.56D*1+162.453.32116.17D*5-73.7253.31112.29D*8-103.753.31112.38D*121.33.3114.29E*1+162.33.32115.18E*53.93.31112.87E*83.753.31112.38E*122.73.3118.91合计250厚C40203.53-0.100以上/200厚1-6层/C40A*1+162.62.92690.48A*62.32.91640.02A*112.352.91640.89A-B*52.22.91638.28A-B*122.32.

16、91640.02B*62.22.91638.28B*112.52.91643.50C*1+162.452.92685.26C*53.452.91660.03C*122.452.91642.63C-D*103.22.91655.68D*1+162.452.92685.26D*5-73.7252.91664.82D*8-103.752.91665.25D*121.32.91622.62E*1+162.32.92680.04E*53.92.91667.86E*83.752.91665.25E*122.72.91646.98合计200厚C401073.15-0.100以上/200厚7-13层/C35A

17、*1+162.62.927105.56A*62.32.91746.69A*112.352.91747.71A-B*52.22.91744.66A-B*122.32.91746.69B*62.22.91744.66B*112.52.91750.75C*1+162.452.92799.47C*53.452.91770.04C*122.452.91749.74C-D*103.22.91764.96D*1+162.452.92799.47D*5-73.7252.91775.62D*8-103.752.91776.13D*121.32.91726.39E*1+162.32.92793.38E*53.92

18、.91779.17E*83.752.91776.13E*122.72.91754.81合计200厚C351252.00-0.100以上/200厚14-20层/C30A*1+162.62.927105.56A*62.32.91746.69A*112.352.91747.71A-B*52.22.91744.66A-B*122.32.91746.69B*62.22.91744.66B*112.52.91750.75C*1+162.452.92799.47C*53.452.91770.04C*122.452.91749.74C-D*103.22.91764.96D*1+162.452.92799.47

19、D*5-73.7252.91775.62D*8-103.752.91776.13D*121.32.91726.39E*1+162.32.92793.38E*53.92.91779.17E*83.752.91776.13E*122.72.91754.81合计200厚C301252.0021-27层/C25A*1+162.6327109.20A*62.331748.30A*112.3531749.35A-B*52.231746.20A-B*122.331748.30B*62.231746.20B*112.531752.50C*1+162.45327102.90C*53.4531772.45C*12

20、2.4531751.45C-D*103.231767.20D*1+162.45327102.90D*5-73.72531778.23D*8-103.7531778.75D*121.331727.30E*1+162.332796.60E*53.931781.90E*83.7531778.75E*122.731756.7078.783.3D下*50.754.6113.45D下*1014.6114.60D*5-73.14.61114.26D*8-103.754.61117.25E*53.34.61115.18E*71.74.6117.82E*8-103.754.61117.25F*71.354.61

21、16.2183.386.9D*5-73.13.61111.16D*8-103.753.61113.50E*8-103.753.61113.50合计200厚C25124.1850.88暗暗柱柱工工程程量量计计算算表表柱名称柱属性 柱数量 柱面积柱高柱体积备注基础-0.100/C40GJZ3异20.33.31.980GAZ-1矩180.13.35.940GJZ2异70.28753.36.641GJZ2a异10.293753.30.969GJZ3a异10.306253.31.011GJZ4异10.2753.30.908GJZ1异40.253.33.300GJZ1a异10.256253.30.846G

22、JZ1b异20.23.31.320GJZ1c异10.256253.30.846GJZ6异20.2753.31.815GJZ7异20.33753.32.228GJZ7a异10.331253.31.093GJZ5异10.453.31.485GAZ-2异10.1553.30.512GAZ-3异10.13753.30.454小小计计C40C4031.34631.346负0.10017.7/C40 GJZ3异20.2417.88.544GAZ-1矩180.0817.825.632GJZ2异70.2317.828.658GJZ2a异10.2317.84.094GJZ3a异10.2417.84.272GJZ

23、4异10.2217.83.916GJZ1异40.217.814.240GJZ1a异10.217.83.560GJZ1b异20.217.87.120GJZ1c异10.217.83.560GJZ6异20.2117.87.476GJZ7异20.2617.89.256GJZ7a异10.2617.84.628GJZ5异10.3617.86.408GAZ-2异10.1317.82.314GAZ-3异10.117.81.780小小计计C40C40135.458135.45817.738/C35GJZ3异20.2420.39.744GAZ-1矩180.0820.329.232GJZ2异70.2320.332.

24、683GJZ2a异10.2320.34.669GJZ3a异10.2420.34.872GJZ4异10.2220.34.466GJZ1异40.220.316.240GJZ1a异10.220.34.060GJZ1b异20.220.38.120GJZ1c异10.220.34.060GJZ6异20.2120.38.526GJZ7异20.2620.310.556GJZ7a异10.2620.35.278GJZ5异10.3620.37.308GAZ-2异10.1320.32.639GAZ-3异10.120.32.030小小计计C35C35154.483154.4833858.3/C30GJZ3异20.242

25、0.39.744GAZ-1矩180.0820.329.232GJZ2异70.2320.332.683GJZ2a异10.2320.34.669GJZ3a异10.2420.34.872GJZ4异10.2220.34.466GJZ1异40.220.316.240GJZ1a异10.220.34.060GJZ1b异20.220.38.120GJZ1c异10.220.34.060GJZ6异20.2120.38.526GJZ7异20.2620.310.556GJZ7a异10.2620.35.278GJZ5异10.3620.37.308GAZ-2异10.1320.32.639GAZ-3异10.120.32.0

26、30小小计计C30C30154.483154.48358.378.7/C25GJZ3异20.2420.49.792GAZ-1矩180.0820.429.376GJZ2异70.2320.432.844GJZ2a异10.2320.44.692GJZ3a异10.2420.44.896GJZ4异10.2220.44.488GJZ1异40.220.416.320GJZ1a异10.220.44.080GJZ1b异20.220.48.160GJZ1c异10.220.44.080GJZ6异20.2120.48.568GJZ7异20.2620.410.608GJZ7a异10.2620.45.304GJZ5异10

27、.3620.47.344GAZ-2异10.1320.42.652GAZ-3异10.120.42.040小小计计C25C25155.244155.24478.783.3/C25GJZ6异20.214.61.932GJZ7异20.264.62.392GAZ-2异10.134.60.598GJZ3a异10.244.61.104GJZ1异10.24.60.920GJZ1b矩10.14.60.460小小计计C25C257.4067.40683.386.9/C25GJZ6异20.213.61.512GJZ7异20.263.61.872GAZ-2异10.133.60.468GJZ3a异10.243.60.8

28、64小小计计4.7164.716合合计计C25C25167.366167.366砼砼柱柱工工程程量量计计算算表表柱名称柱属性 柱数量柱面积周长高柱体积备注基础-0.100/C40GDZ1矩10.161.603.30.528KZ1矩10.161.606.150.984KZ2矩10.161.606.150.984GDZ2异10.322.903.31.064GDZ3异10.463.903.31.504GJZ9异20.655.703.34.290小小计计矩=1.6=1.6米米2.4962.496异=2.4=2.4米米0.0000.000异=3.23.23.25.7945.794负0.10017.7/C

29、40GDZ1矩10.161.6017.802.848GDZ2异10.322.9017.805.741GDZ3异10.463.9017.808.110GJZ9异20.655.7017.8023.140小小计计矩=1.6=1.6米米2.8482.848异=2.4=2.4米米0.0000.000异=3.23.23.231.25031.250合合计计C40C40矩=1.6=1.6米米5.3445.344异=2.4=2.4米米0.0000.000异=3.23.23.237.04437.04417.738/C35GDZ1矩10.161.6020.303.248GDZ2异10.322.9020.306.54

30、7GDZ3异10.463.9020.309.249GJZ9异20.655.7020.3026.390合合计计C35C35矩=1.6=1.6米米3.2483.248异=2.4=2.4米米0.0000.000异=3.23.23.235.63935.6393858.3/C30GDZ1矩10.161.6020.303.248GDZ2异10.322.9020.306.547GDZ3异10.463.9020.309.249GJZ9异20.655.7020.3026.390合合计计C30C30矩=1.6=1.6米米3.2483.248异=2.4=2.4米米0.0000.000异=3.23.23.235.63

31、935.63958.378.7/C25GDZ1矩10.161.6020.403.264GDZ2异10.322.9020.406.579GDZ3异10.463.9020.409.295GJZ9异20.655.7020.4026.520小小计计矩=1.6=1.6米米3.2643.264异=2.4=2.4米米0.0000.000异=3.23.23.235.81535.81578.783.3/C25GJZ2a矩10.151.904.60.690GJZ5异10.222.604.61.012GDZ2异10.322.904.61.484GDZ3异10.463.904.62.096小小计计=1.6=1.6米米

32、0.0000.000矩=2.4=2.4米米0.6900.690异=3.23.23.22.0962.09683.386.9/C25LZ1异20.162.003.61.152小小计计=2.4=2.4米米1.1521.152合合计计C25C25=1.6=1.6米米3.2643.264=2.4=2.4米米1.8421.842=3.23.23.237.91137.911构构造造柱柱工工程程量量计计算算表表长宽层高板厚高负0.01以下DL17*D-E0.20.240.123.88DL18*D-E0.20.240.123.88DL2A*6-110.20.24.10.123.98DL2C*1-50.20.24

33、.10.123.98DL2C*12-160.20.24.10.123.98DL2D*1-50.20.24.10.123.98DL2E*1-50.20.24.10.123.98DL2E*12-160.20.24.10.123.98首层E*20.20.23.30.13.20.20.23.30.123.18二层E*20.20.22.90.12.80.20.22.90.122.78三六层0.20.22.90.12.80.20.22.90.122.78合计C40七十三层0.20.22.90.12.80.20.22.90.122.78合计C35十四二十层0.20.22.90.12.80.20.22.90.

34、122.78合计C30二十一二十七层0.20.230.12.90.20.230.122.88屋顶层0.20.24.60.144.46合计C25数量层数砼体积备注110.155地梁底面110.155110.159110.159110.159110.159110.159110.159410.5121111.399410.4481111.223642.6881144.89312.429674.7041178.56213.266674.7041178.56213.266674.8721178.870310.53514.278砼砼梁梁工工程程量量计计算算表表轴线名称梁名称所在部位 轴线长 支座长 梁宽梁

35、高 板厚 数量 层数层层水水平平梁梁A*1-3LL-4外3.71.60.20.521A*5-12KL-9外10.21.650.20.511A-B*3-5LL-4内3.31.20.20.50.121A-B*11-12LL-1内1.70.20.20.470.111B*1-3L-5内3.70.20.20.350.121B*5-6KL-8内1.70.10.20.40.121B*6-11KL-8内6.83.20.20.450.111B-C*3-5L-3内3.30.20.20.350.121C*1-5KL-7内72.30.20.50.121C-D*5-10KL-6内71.150.20.50.111C-D*

36、5-8L-1a内3.80.350.150.350.111C-D*10-12KL-5内3.20.80.20.40.111D*1-5KL-4内71.70.20.50.121D*7-8LL-3b内2.10.20.20.40.111D*10-12LL-3内3.21.60.20.40.111D-E*12-15L-4内3.70.20.20.350.121D-E*5-7L-2内2.70.20.20.4021D-E*8-10L-3内2.20.20.20.350.111D-E*2-4L-1内1.80.20.150.30.121E*1-5KL-1外71.20.20.50.121E*7-8LL-3内2.10.40.

37、20.40.111E*10-12KL-2内3.20.20.20.450.111E-F*5-7KL-3内2.70.20.20.40.111F*5-7LL-1外2.71.350.20.4711F*7-8LL-3外2.10.40.20.411F*8-12KL-1a外5.40.60.20.411小计层层垂垂直直梁梁*A-EKL-10外14.44.80.20.5211-3*B-CL-1内1.80.20.150.30.1213*A-CKL-11内5.41.20.20.40.1213*D-EL-8内4.80.20.20.40.1213-5*B-CL-1内1.80.20.150.30.1214*D-EL-11

38、内3.30.20.20.30.1215*A.5-DKL-12内8.43.80.20.450.1115*D-EKL-12内4.80.90.20.50.1115-6*C-DL-1内0.470.150.30.1116*A-BLL-2内3.62.20.20.40.1116*B-C.5KL-14内3.90.20.20.40.1116*D-EL-2内1.50.20.40117*C.5-DKL-13内2.10.2250.20.40.1117*D-EKL-13内4.80.3250.20.50.1117*E-FLL-2内2.71.70.20.40.1117-8*C-DL-3内2.10.20.20.350.111

39、8*D-EKL-15内4.81.30.20.40.1118*E-FKL-15内2.70.20.20.401110*B-C.5KL-5内62.20.20.40.111LL-310*D-EKL-16内4.81.80.20.40.11111*A-BLL-2内3.62.50.20.40.11112*A-A.5KL-18内1.20.20.20.40.11112*A.5-DKL-18内8.43.750.20.50.11112*D-EKL-18内4.82.30.20.450.11112*E-FKL-18外2.70.20.20.4511小计2 2层层水水平平梁梁A*1-3LL-4外3.71.60.20.521

40、A*5-12KL-9外10.21.650.20.511A-B*3-5LL-4内3.31.20.20.50.121A-B*11-12LL-1内1.70.20.20.470.111B*1-3L-5内3.70.20.20.350.121B*5-6KL-8内1.70.10.20.40.121B*6-11KL-8内6.83.20.20.450.111B-C*3-5L-3内3.30.20.20.350.121C*1-5KL-7内72.30.20.50.121C-D*5-10KL-6内71.150.20.50.111C-D*5-8L-1a内3.80.350.150.350.111C-D*10-12KL-5内

41、3.20.80.20.40.111D*1-5KL-4内71.70.20.50.121D*7-8LL-3b内2.10.20.20.40.111D*10-12LL-3内3.21.60.20.40.111D-E*12-15L-4内3.70.20.20.350.121D-E*5-7L-2内2.70.20.20.4011D-E*8-10L-3内2.20.20.20.350.111E*1-5KL-1外71.20.20.50.121E*7-8LL-3内2.10.40.20.40.111E*10-12KL-2内3.20.20.20.450.111E-F*5-7KL-3内2.70.20.20.40.111F*5

42、-7LL-1外2.71.350.20.4711F*7-8LL-1a外2.10.40.20.4511F*8-12KL-1a外5.40.60.20.4511小计2 2层层垂垂直直梁梁*A-EKL-10外14.44.80.20.5211-3*B-CL-1内1.80.20.150.30.1213*A-CKL-11内5.41.20.20.40.1213*D-EL-8内4.80.20.20.40.1214*D-EL-11内3.30.20.20.30.1215*A.5-DKL-12内8.43.80.20.450.1115*D-EKL-12内4.80.90.20.50.1115-6*C-DL-1内0.470.

43、150.30.1116*A-BLL-2内3.62.20.20.40.1116*B-C.5KL-14内3.90.20.20.40.1116*D-EL-2内1.50.20.40117*C.5-DKL-13内2.10.2250.20.40.1117*D-EKL-13内4.80.3250.20.50.1117*E-FLL-2内2.71.70.20.40.1117-8*C-DL-3内2.10.20.20.350.1118*D-EKL-15内4.81.30.20.40.1118*E-FKL-15内2.70.20.20.401110*B-C.5KL-5内62.20.20.40.111LL-310*D-EKL

44、-16内4.81.80.20.40.11111*A-BLL-2内3.62.50.20.40.11112*A-A.5KL-18内1.20.20.20.40.11112*A.5-DKL-18内8.43.750.20.50.11112*D-EKL-18内4.82.30.20.450.11112*E-FKL-18外2.70.20.20.4511小计3 3层层水水平平梁梁A*1-3LL-4外3.71.60.20.521A*5-12KL-9外10.21.650.20.511A-B*3-5LL-4内3.31.20.20.50.121A-B*11-12LL-1内1.70.20.20.470.111B*1-3L

45、-5内3.70.20.20.350.121B*5-6KL-8内1.70.10.20.40.121B*6-11KL-8内6.83.20.20.450.111B-C*3-5L-3内3.30.20.20.350.121B-C*5-6L-3内3.30.20.20.350.111C*1-5KL-7内72.30.20.50.121C*5-8L-6内3.90.20.40.111C-D*5-10KL-6内71.150.20.50.111C-D*5-8L-1a内3.80.350.150.350.111C-D*10-12KL-5内3.20.80.20.40.111D*1-5KL-4内71.70.20.50.121

46、D*7-8LL-3b内2.10.20.20.40.111D*10-12LL-3内3.21.60.20.40.111D-E*12-15L-4内3.70.20.20.350.121D-E*5-7L-2内2.70.20.20.4011D-E*8-10L-3内2.20.20.20.350.111E*1-5KL-1外71.20.20.50.121E*7-8LL-3内2.10.40.20.40.111E*10-12KL-2内3.20.20.20.450.111E-F*5-7KL-3内2.70.20.20.40.111E-F*7-8L-1内2.10.20.150.30.111F*5-7LL-1外2.71.3

47、50.20.4711F*7-8LL-1a外2.10.40.20.4511F*8-12KL-1a外5.40.60.20.4511小计3 3层层垂垂直直梁梁*A-EKL-10外14.44.80.20.5211-3*B-CL-1内1.80.20.150.30.1213*A-CKL-11内5.41.20.20.40.1213*D-EL-8内4.80.20.20.40.1214*D-EL-11内3.30.20.20.30.1215*A.5-DKL-12内8.43.80.20.450.1115*D-EKL-12内4.80.90.20.50.1115-6*C-DL-1内0.470.150.30.1116*A

48、-BLL-2内3.62.20.20.40.1116*B-C.5KL-14内3.90.20.20.40.1116*B-CKL-14内1.90.20.40.1116*D-EL-2内1.50.20.40117*C.5-DKL-13内2.10.2250.20.40.1117*D-EKL-13内4.80.3250.20.50.1117*E-FLL-2内2.71.70.20.40.111E-F*7-8L-1内0.940.150.30.1117-8*C-DL-3内2.10.20.20.350.1118*D-EKL-15内4.81.30.20.40.1118*E-FKL-15内2.70.20.20.40111

49、0*B-C.5KL-5内62.20.20.40.111LL-310*D-EKL-16内4.81.80.20.40.11111*A-BLL-2内3.62.50.20.40.11112*A-A.5KL-18内1.20.20.20.40.11112*A.5-DKL-18内8.43.750.20.50.11112*D-EKL-18内4.82.30.20.450.11112*E-FKL-18外2.70.20.20.4511小计4-154-15层层水水平平梁梁A*1-3LL-4外3.71.60.20.5212A*5-12KL-9外10.21.650.20.5112A-B*3-5LL-4内3.31.20.2

50、0.50.1212A-B*11-12LL-1内1.70.20.20.470.1112B*1-3L-5内3.70.20.20.350.1212B*5-6KL-8内1.70.10.20.40.1212B*6-11KL-8内6.83.20.20.450.1112B-C*3-5L-3内3.30.20.20.350.1212B-C*5-6L-3内3.30.20.20.350.1112C*1-5KL-7内72.30.20.50.1212C*5-8L-6内3.90.20.40.1112C-D*5-10KL-6内71.150.20.50.1112C-D*5-8L-1a内3.80.350.150.350.111