高支模集中线荷载计算表格推荐下载.xlsx

1、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+018012020.50.22.60.63.840.844.6830.60.23.120.74.5840.845.42440.4 0.252.6 0.5253.751.054.850.6 0.253.9 0.7255.551.056.660.7 0.254.55 0.8256.451.057.570.60.34.680.756.5161.267.7

2、7680.70.35.460.857.5721.268.83290.80.36.240.958.6281.269.888100.90.37.021.059.6841.2610.94411F500100010.37.81.1510.741.26122+1121.10.38.581.2511.7961.2613.056131.20.39.361.3512.8521.2614.112140.60.46.240.88.4481.6810.128150.70.47.280.99.8161.6811.496160.80.48.32111.1841.6812.8641710.410.41.213.921.6

3、815.6181.20.412.481.416.6561.6818.336190.90.511.71.1515.422.117.522010.5131.2517.12.119.2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）1A70023002.30.741.862.6553.4122.9456.352 1-221-23/1-WKZL1（1）7.22根1802B80015001.50.831.21.939.723.3643.08 1-21/1-W1-XWKZ

4、L1（1）8.72根31.5 0.7529.25 1.87537.353.1540.5 1-22/1-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-

5、151-18/1-XWKL30（1）10.61.40.725.481.7532.6762.9435.6161-n1-r/1-181-19KZL2（1）7.0572.6 0.3523.662.775 31.7221.4733.1921-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）8.352.45 0.3522.295 2.62529.9041.4731.3741-T1-V/1-23KL52（2）8.352.4 0.3521.84 2.57529.2981.47

6、30.7681-221-23/1-NKL29a（1）KL52（3）8.35D50015001.50.519.51.7525.52.127.6 1-171-20/1-VKL6（1）10.71根1.70.417.681.923.4961.6825.176 1-151-17/2-nKL10（1）3.32 0.3518.2 2.17524.451.4725.92 1-191-21/1-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（20

7、KN/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-C61.90.314.822.0520.244

8、1.2621.5046-1/6-2（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121.90.3517.292.07523.2381.472

9、4.708B-2/A-P-A-Q 131.70.313.261.8518.1321.2619.3922-1/01/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/

10、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

11、.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-K101.20.721.841.5528.0682.9

12、431.008A-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-13171.350.4515.795

13、1.57520.8441.8922.734C-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/

14、6-A-6-D 2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）KL 6-C1（1）LC-H（1）KL5-N4（1）KL C-13KL C-14KL5-N2KLC-7KLC-9aKLC-8KL4a（1）KLH（1）3#楼中庭6#园弧部位2层顶板