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模板工程施工方案九 | 2011-1-19 3:24:00
现场安全资料实例(157)模板工程施工方案九
模板工程施工方案九
模板工程施工方案 五、模板强度验算 5. 现浇钢筋混凝土楼板支撑系统验算 支撑系统的荷载。 (1) 钢模板及连接件钢楞自重为N1=750 N/m2 (2) 钢管支架自重为N2=400N/m2 (3) 楼板现浇混凝土以最厚部分厚度为180 mm计,得N3=25 kN/m3×0.18 m=4500 N/m2 (4) 施工荷载设定为N4=3000 N/m2 模板支架轴向荷载设计值N 钢管立于内、外钢楞十字交叉处,每区格尺寸为800 mm×800 mm,每区格面积为0.8 m×0.8 m=0.64m2 每根立杆承受的荷载为N=0.64 m×10980 N/m2=7027 N。 查表得Φ48mm×3.0mm钢管截面积A=424mm2,钢管回转半径为,其中d为钢管外径,d1为钢管内径 其中d为钢管外径,d1为钢管内径。 按抗压强度计算,支柱的受压应力为 按稳定性计算支柱的受压应力为 根据λ值查《钢结构设计规范》GBJ 17GBJ17-88附录(三)得:\ 经验算,模板支撑的强度、刚度、稳定性均满足规定要求。 对3号楼结构转化层的框支架及楼板的支撑结构采用满堂脚手支撑,并布置双向水平支撑,上下两道、地面向上200 mm布置扫地杆。 |

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