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Simulation analysis and structure optimization of steel structure climbing formwork with material properties used in the large angle leaning bridge tower

机译:大角度倾斜桥塔材料特性钢结构模板仿真分析及结构优化

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摘要

Steel structure climbing formwork has been widely used in bridge pier and bridge tower, etc. But the design of 30 degrees slope climbing formwork design is rarely involved. The climbing formwork which in the upper surface of leaning bridge tower is affected by concrete buoyancy and the downside is affected by concrete gravity. That cause insufficient stiffness,deformation of the template,non-uniform cross-section of the bridge and large angle deviation which have great harm to the bridge quality. This paper which combined the construction project of Huaibei Xiangwang Bridge establish the mode of climbing formwork, then, import the mode to the Workbench14.5 proceeding simulation analysis. Getting the stress and deformation of the climbing formwork, check the strength and stiffness. Then optimize the structure of climbing formwork to ensure the stiffness and control the deformation of the template. The stress of downside climbing formwork after optimization is uniform and maximum stress is reduced about 30%. This paper provide a reference to the design of the climbing formwork used in the large angle leaning bridge tower.
机译:钢结构攀岩模板已广泛应用于桥墩和桥梁等。但是较少涉及30度坡度攀岩模板设计的设计。斜桥塔上表面的攀爬模板受混凝土浮力的影响,下行受到混凝土重力的影响。这导致刚度不足,模板的变形,桥的不均匀横截面和大角度偏差,对桥梁质量造成巨大危害。本文将淮北祥王桥建设项目组合建立攀岩模板的模式,然后将模式导入工作台14.5进行仿真分析。获得攀爬模板的压力和变形,检查强度和刚度。然后优化攀爬模板的结构,以确保刚度并控制模板的变形。优化后下行攀爬模板的压力是均匀的,最大应力减少约30%。本文提供了对大角度倾斜桥塔中使用的攀岩模板设计的参考。

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