基于实例的附着式升降脚手架中桁架结构优化布置的有限元分析
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张晓通 (1990—),男,工程师,从事施工管理、建筑机械、附着式升降脚手架方面的研究工作。

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TU731.2

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Finite element analysis of optimal arrangement of truss structure in attached lifting scaffolding based on example
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    摘要:

    附着式升降脚手架已经成为了建筑脚手架的主流,桁架作为附着式升降脚手架的主要受力构件,对架体稳定性具有决定性的影响,因此研究桁架设置的位置、数量对架体结构稳定性能的影响很重要。文章以三跨四机位的附着式升降脚手架结构为研究对象,利用 ANSYS 有限元软件,通过对不同桁架设置组合形式下形成的静态应力和静态应变云图分析对比,统计桁架整体受力应力及挠度变化情况,判断架体的结构整体稳定性能。研究结果表明:基于实例的架体底层大桁架必须设置,再增设底层内部小桁架和上部一道桁架后,架体整体的应力和位移达到了最优值,可为今后同类架体合理设置桁架数量、位置提供一定参考。

    Abstract:

    Suspended scaffolding has become the mainstream in construction scaffolding. The truss, as the main load-bearing component of the suspended scaffolding, has a decisive impact on the stability of the scaffolding structure, so it is important to study the influence of the truss setting position and number on the stability performance of the scaffolding structure. In this paper, the three-span four-machine-position suspended scaffolding structure is taken as the research object and the ANSYS finite element software is used to analyze and compare the static stress and strain cloud maps formed by different truss setting combination forms, the overall load-bearing stress and deflection changes of the structure are statistically studied, and the structural overall stability performance of the scaffolding is estimated. The final study shows that: based on the example, the lower large truss of the scaffolding structure must be set, and then additional lower internal small trusses and upper trusses are set. After that, the overall stress and displacement of the structure reach the optimal value, which can provide a certain basis for the rational setting of truss numbers and positions in similar structures in the future.

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张晓通,赵 涛.基于实例的附着式升降脚手架中桁架结构优化布置的有限元分析[J].工程建设,2024,56(6):21-26

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  • 在线发布日期: 2026-08-14
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