高支模集中线荷载计算.xlsx

高支模集中线荷载计算.xlsx

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集中线荷载计算（20KN/M以下,无需专家论证）序号梁类型支模架适用计算书梁高梁宽钢筋砼自重模板自重永久荷载均布活荷载线荷载（KN/M）梁侧立杆+梁底增加立杆根数板厚（mm）1E3009000.40.22.080.53.0960.843.9362+018012020.50.22.60.63.840.844.6830.60.23.120.74.5840.845.42440.40.252.60.5253.751.054.850.60.253.90.7255.551.056.660.70.254.550.8256.451.057.570.60.34.680.756.5161.267.77680.70.35.460.857.5721.268.83290.80.36.240.958.6281.269.888100.90.37.021.059.6841.2610.94411F500100010.37.81.1510.741.26122+1121.10.38.581.2511.7961.2613.056131.20.39.361.3512.8521.2614.112140.60.46.240.88.4481.6810.128150.70.47.280.99.8161.6811.496160.80.48.32111.1841.6812.8641710.410.41.213.921.6815.6181.20.412.481.416.6561.6818.336190.90.511.71.1515.422.117.522010.5131.2517.12.119.2集中线荷载计算（超过20KN/M需专家论证）序号梁类型支模架适用计算书梁高梁宽钢筋砼自重模板自重永久荷载均布活荷载线荷载（KN/M）部位梁编号及跨数跨度（m）梁底立杆数量板厚（mm）1A70023002.30.741.862.6553.4122.9456.3521-221-23/1-WKZL1

（1）7.22根1802B80015001.50.831.21.939.723.3643.081-21/1-W1-XWKZL1

（1）8.72根31.50.7529.251.87537.353.1540.51-22/1-W1-XWKZL3

（1）84C40026002.60.427.042.835.8081.6837.4881-23/1-Y1-aKL31

（1）8.351根1-23/1-a1-bKL31

（1）8.3552.50.4262.734.441.6836.121-23/1-X1-YKL31

（1）8.351-221-25/1-g1-kKL32b

（1）8.3561.50.623.41.830.242.5232.761-171-21/1-WWKL36

（1）131-141-18/1-YWKL28

（1）10.31-151-18/1-XWKL30

（1）10.61.40.725.481.7532.6762.9435.6161-n1-r/1-181-19KZL2

（1）7.0572.60.3523.662.77531.7221.4733.1921-b1-c/1-23KL31

（1）8.351-c1-e/1-23KL31

（1）8.352.30.423.922.531.7041.6833.3841-211-22/1-XKL33

（1）8.352.450.3522.2952.62529.9041.4731.3741-T1-V/1-23KL52

（2）8.352.40.3521.842.57529.2981.4730.7681-221-23/1-NKL29a

（1）KL52（3）8.35D50015001.50.519.51.7525.52.127.61-171-20/1-VKL6

（1）10.71根1.70.417.681.923.4961.6825.1761-151-17/2-nKL10

（1）3.320.3518.22.17524.451.4725.921-191-21/1-XKL32

（1）7.5注:

1、集中线荷载超标的楼层位于1层结构梁；2、本层板厚均为180mm；3、层高为3.66.2m之间；4、高支模分为4类梁，此4类梁根据规范要求进行专家论证；轴板3#楼集中线荷载计算（20KN/M需专家论证）序号梁高（M）梁宽（M）钢筋砼自重模板自重永久荷载均布活荷载线荷载（KN/M）部位负1层顶板11.90.419.762.126.2321.6827.912C-11/C-E-C-M21.10.5515.731.37520.5262.3122.836C-E/C-12-C-1331.90.314.822.0520.2441.2621.5046-A/6-5-6-841.90.314.822.0520.2441.2621.5045-K/5-34-5-151.90.314.822.0520.2441.2621.5046-2/6-D-6-C61.90.314.822.0520.2441.2621.5046-1/6-2（6-8/6-9）/6-C71.90.314.822.0520.2441.2621.5046-D-6-C（6-B-6-A）/6-881.40.414.561.619.3921.6821.072B-3/A-K-A-N91.950.420.282.1526.9161.6828.596B-3/A-N-A-T101.90.3517.292.07523.2381.4724.708B-1-B-3/A-P-A-Q间111.90.3517.292.07523.2381.4724.708B-1-B-3/A-P-A-Q间121.90.3517.292.07523.2381.4724.708B-2/A-P-A-Q131.70.313.261.8518.1321.2619.3922-1/01/A-A-A-D141.70.313.261.8518.1321.2619.3922-1/01-2-1/A-D151.70.313.261.8518.1321.2619.3922-27-2-30/2-J-2-G间161.70.313.261.8518.1321.2619.3922-13-2-16/2-J-2-G间171.70.313.261.8518.1321.2619.3922-6-2-9/2-J-3-G间1820.315.62.1521.31.2622.562-1/01-2-1/A-D-B-A191.350.414.041.5518.7081.6820.388C-F-C-G/C-72010.5131.2517.12.119.2C-C/5-1-C-12212.150.316.772.322.8841.2624.144B-B/B-18-B-19负2层顶板负2层顶板11.20.721.841.5528.0682.9431.0083-20-3-23/C-A-C-B21.450.4516.9651.67522.3681.8924.258B-Q（B-L）/B-15-B-1631.570.4518.3691.79524.19681.8926.08686-9/6-A-6-N41.20.721.841.5528.0682.9431.008B-L（B-D）/B-18-B-1951.450.4516.9651.67522.3681.8924.258B-F/B-15-B-1661.550.4518.1351.77523.8921.8925.782B-D/B-15-B-1671.20.721.841.5528.0682.9431.008B-9/B-G-B-F81.20.721.841.5528.0682.9431.008B-10/B-J-B-H91.20.721.841.5528.0682.9431.008B-11/B-L-B-K101.20.721.841.5528.0682.9431.008A-F/1-42-B-11111.350.3512.2851.52516.5721.4718.042121.450.518.851.724.662.126.766-C/C-12C-13131.450.3513.1951.62517.7841.4719.2546-A/C-12C-14141.350.414.041.5518.7081.6820.3885-N/C-12C-15151.450.415.081.6520.0761.6821.7565-N6-C/C-12161.450.415.081.6520.0761.6821.7565-N6-C/C-13171.350.4515.7951.57520.8441.8922.734C-6C-8/C-G（C-F）181.350.4515.7951.57520.8441.8922.734C-6/C-GC-F191.350.4515.7951.57520.8441.8922.734C-8/C-GC-F201.350.4515.7951.57520.8441.8922.734C-7/C-GC-F3#商业部位1.20.515.61.4520.462.122.56C-4/C-G-C-h1.20.515.61.4520.462.122.56C-3-C-5/C-H3#商业模架高9.2C-6-C-8/C-h-C-f6#模架高9.26-6-6-9/6-A-6-D2层顶均布荷载计算（跨度18米，均布荷载15KN/需专家论证）序号板厚（M）钢筋砼自重模板自重永久荷载均布活荷载均布荷载（KN/）部位0.3488.70.310.84.215梁编号KLC-11aKL5-K

（2）KL6-A1（3）KL5-K（15）KL6-2a（3）局部KL6-C（7）局部KL6-8a（3）局部KLB-3

（2）KLB-3a（7）LA-P

（2）KLA-P（2A）KLB-2a（6）局部KL2-1a

（2）KLA-D3

（1）KL2-H2

（1）KL2-H1

（1）KL2-H

（1）LB-11

（1）KLC-7（1A）KLB-C

（2）kKLB-B

（1）KLB-7a

（1）KLB-Q2

（1）变截面梁kL6-9a（3）变截面梁KLB-D3KLB-F2

（1）变截面KLB-D2

（2）变截面KLB-9aKLB-10bKLB-11cKLA-Aa

（1）KL6-C1

（1）LC-H

（1）KL5-N4

（1）KLC-13KLC-14KL5-N2KLC-7KLC-9aKLC-8KL4a

（1）KLH

（1）3#楼中庭6#园弧部位2层顶板