杭州东站站台雨棚结构设计及分析  

Structural design and analysis on the canopy of East Hangzhou Railway Station

作　　者：张卫[1] 赵福令[1] 李霆[1] 周德良[1] 

机构地区：[1]中南建筑设计院股份有限公司,武汉430071

出　　处：《建筑结构》2011年第7期84-88,共5页Building Structure

摘　　要：杭州东站站台雨棚为交叉钢管桁架结构,具有较好的空间性能。为了研究该大跨度空间钢管结构的受力性能,利用规范理论与风洞试验相结合、足尺试验与有限元分析相结合等技术手段,对工程抗风和铸钢节点力学性能等进行了分析研究,在此基础上对该工程大跨度桁架结构的结构布置、节点设计与结构分析进行了介绍,对相似工程具有一定的参考价值。The canopy of East Hangzhou Railway Station is a steel structure of intersecting lattice pipe truss system,with excellent spatial performance.In order to investigate the mechanical performance of the large-span spatial steel pipe structure,the research work included the study of wind resistance and the cast-steel joint performance etc was done.The structural layout,joint design and structure analysis were introduced for design of the large-span truss structure.

关 键 词：站台雨棚 大跨度 风洞试验 铸钢节点试验 

分 类 号：TU393[建筑科学—结构工程]