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某游泳馆网架计算模型探讨

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钢结构网架因其强度高、轻质化、施工速度快等优点,被广泛应用于大跨度屋盖的体育建筑中.此类建筑通常由上部大跨钢结构屋盖和下部混凝土结构支承.设计时为了简化,通常把上部屋盖和下部混凝土主体分开建模进行设计.由于忽略了上下部分结构的协同作用,使得整体结构分析与独立网架模型计算结果存在差异.本文以某游泳馆网架屋盖为例,通过有限元软件建模计算,分析对比整体结构模型与独立网架模型在支座反力、杆件内力、单元应力分布和构件位移等方面的差异,探讨对于此类结构整体分析的必要性.
Discussion on the Calculation Model of a Swimming Pool Grid
Steel structure grids are widely used in large-span sports buildings because of their advantages such as high strength,light-weight and fast construction speed.These buildings are typically composed of upper large-span steel roofs and lower concrete supports.In order to simplify the design,the upper roof and lower concrete frame are usually modeled separately for design analysis.However,due to the neglect of the synergistic effect between the upper and lower structures,there are differences between the overall structural analysis and the separate modeling calculation results.This article takes a certain swimming pool structure as an example,through finite element soft-ware modeling and calculation,analyzes and compares the differences between the overall structural model and the independent grid model in terms of support reaction,member internal force,element stress distribution,and component displacement,demonstrating the necessity of conducting overall structural analysis.

grid structurelarge span roofintegral analysiscooperative effect

何雁斌

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福州市建筑设计院有限责任公司 福建福州 350011

网架结构 大跨度屋盖 整体分析 协同工作

2024

福建建设科技
福建省建设厅科技情报中心站 福建省建筑科学研究院

福建建设科技

影响因子:0.5
ISSN:1006-3943
年,卷(期):2024.(1)
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