广东省博物馆新馆大跨度悬挂结构悬臂桁架性能研究  

Research on concrete-filled steel tubular pre-stressed suspension truss in Guangdong Provincial Museum

作　　者：王华林[1] 李娜[1] 陈星[1] 蔡健[2] 向前[1] 

机构地区：[1]广东省建筑设计研究院,广州510010 [2]华南理工大学土木与交通学院,广州510640

出　　处：《建筑结构》2010年第7期20-23,42,共5页Building Structure

摘　　要：在广东省博物馆新馆工程中采用了施加预应力的部分矩形钢管混凝土悬臂整体桁架,通过在受拉杆件中施加预应力、受压杆件中浇筑混凝土,有效提高了桁架的刚度和强度,解决了悬挂结构竖向位移较大和二道防线的问题。主要介绍了针对顶部桁架进行的整体空间计算分析、局部空间计算分析、单榀试验研究、工程实测研究等,研究结果表明:桁架采取上述两项措施后,悬臂端挠度、控制杆件内最大拉应力大幅减小,压应力也有一定程度的减小。从顶部桁架的监测结果看,施工顺序对结构有一定影响,但均在容许范围以内。Concrete-filled steel tubular pre-stressed suspension truss is one of the most important members in the large-span suspension structure in Guangdong Provincial Museum.The cases of applying prestress in compression members and pouring concrete in tension members can effectively improve the stiffness and strength of the structure,and solve the problems of large vertical displacement and the seismic second line of defence issues.The overall space analysis of the whole building,the local space analysis of the top truss,the experiment of a single truss,and the engineering measurement were introduced.The monitoring results of the top truss show that the construction sequence has a certain influence on the structure,which is in an allowable scope.

关 键 词：大跨度悬挂结构 钢管混凝土预应力桁架 工程实测 

分 类 号：TU758.11[建筑科学—建筑技术科学]