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RESEARCH ON STATIC PROPERTY OF SUSPEN-DOME STRUCTURE UNDER HEAP LOAD

机译:堆载下悬空结构的静特性研究

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摘要

Suspen-dome includes single-layer latticed shell and the lower cable-struts system, its mechanical properties is better than single-layer latticed shell because of the lower cable-struts system. Heap load might appear during construction or active service, especially during construction. To ensure structure be safe during construction and active service, the structural static property under heap load is chief content in this paper. First, a 1:15 reduced scale suspen-dome model according to the actual structure with 122 m span is made, which includes single-layer latticed shell, lower cable-struts system and supporting system. Then the measured points for stress and displacement are arranged in model according to experimental contents and model characteristics. And, the structural overall stability under heap load and full-span load are studied and compared. Last, heap load, whose value is 80 Kg, are loaded on corresponding model node at 5 different times during experiment in order to study structural static properties under heap load. Results show that the theoretical and experimental data are basically in well agreement, internal forces and displacements is basically linear during loading process, and heap load is more important to structure than full-span load, so it is proposed that heap load should be considered during designing and some measures should be applied to avoid heap load come into being during construction and active service.
机译:Suspen-dome包含单层网格壳体和下部电缆支撑系统,由于其下部电缆支撑系统,其机械性能优于单层网格壳体。在施工或在役期间,尤其是在施工期间,可能会出现堆负载。为了保证结构在施工和服役期间的安全,本文的主要内容是堆载下的结构静态性能。首先,根据跨距为122 m的实际结构制作了1:15缩小比例的悬索穹顶模型,该模型包括单层网格壳体,下部电缆支撑系统和支撑系统。然后根据实验内容和模型特征将应力和位移的测量点布置在模型中。并且,对堆载和全跨载下的结构整体稳定性进行了研究和比较。最后,在实验过程中,在5次不同的时间将堆载荷(其值为80 Kg)加载到相应的模型节点上,以研究堆载荷下的结构静态特性。结果表明,理论和实验数据基本吻合,加载过程中的内力和位移基本呈线性关系,堆载对结构的影响比全跨度重要,因此建议在堆载期间应考虑堆载。设计和应采取一些措施,以避免在施工和在役期间产生堆载。

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