大悬挑罩棚环形体育场结构设计  

Structural design of a ring stadium with large-cantilevered canopy

作　　者：钟亚军[1] 彭国之[1] 王红玉 徐彬 马晓菁 ZHONG Yajun;PENG Guozhi;WANG Hongyu;XU Bin;MA Xiaojing(Zhejiang Province Institute of Architectural Design and Research,Hangzhou 310006,China;Zhejiang Construction Investment Group Engineering Design Institute,Hangzhou 310030,China)

机构地区：[1]浙江省建筑设计研究院,杭州310006 [2]浙江省建设投资集团工程设计总院,杭州310030

出　　处：《建筑结构》2022年第15期45-50,共6页Building Structure

摘　　要：上虞体育会展区体育场建筑高度约33.8m,屋面悬挑罩棚呈椭圆环形,长轴约223m,短轴约194m,设计为立体钢管桁架结构体系,下部采用钢筋混凝土框架结构体系。对混凝土结构及钢罩棚的整体设计及几个关键方面进行了整理分析,主要介绍了结构体系、K形框架、Y形柱、钢罩棚整体稳定性、支座选取等内容,并采用非线性有限元软件建立实体单元模型对受力复杂的关键K形框架节点和钢支座处焊接空心球节点进行分析。分析结果表明,结构整体设计合理,各项性能指标均能满足规范要求。The architectural height of the stadium in Shangyu Sports Exhibition Area is about 33.8 m.Its cantilevered roof canopy is oval ring,with the long axis of about 223 m and the short axis of about 194 m.The roof canopy adopts three-dimensional steel pipe truss structural systemand,the sub-structure adopts steel concrete frame structural system.The overall design and several key aspects of the concrete structure and steel canopy were sorted out and analyzed,including the structural system,K-shaped frame,Y-shaped column,overall stability of the steel canopy,support selection,etc.And the nonlinear finite element software was used to establish a solid element model to analyze the key K-shaped frame joints and the welded hollow spherical joints at the steel supports with complex forces.The analysis results show that the overall design of the structure is reasonable,and each performance index can meet the requirements of the specification.

关 键 词：体育场 大悬挑结构 钢罩棚 K形框架 Y形柱 焊接空心球节点 

分 类 号：TU318[建筑科学—结构工程]