厦门西站屋面钢结构施工关键技术  

Key Construction Technology for Roof Steel Structure of Xiamen West Railway Station

作　　者：周观根 陈志祥 朱乾 俞水其 乔聚甫[2] 张彦 

机构地区：[1]浙江东南网架股份有限公司,浙江杭州311209 [2]北京市机械施工有限公司,北京100045

出　　处：《施工技术》2010年第8期108-111,125,共5页Construction Technology

基　　金：国家863计划(2007AA04Z441)

摘　　要：厦门西站屋面钢结构采用大跨度空间钢桁架和双向正交钢管桁架结构,是目前国内跨度最大的铁路站房,其施工难度大、技术要求高。对厦门西站钢结构工程施工中的关键技术进行了研究和探讨,重点介绍了楼板加固措施,主桁架ZHJ3,ZHJ2整体提升技术,屋面桁架提升技术等。利用有限元分析软件对钢结构工程主桁架和屋面桁架的提升过程及构件吊装进行模拟分析,说明提升过程中,整个结构体系处于安全状态。The steel structure roof for Xiamen West Railway Station is the largest span railway station building in current China with large-span spatial steel truss and bidirectional orthogonal steel truss structure,and its structure form is novel and complex.Authors study and discuss the key construction technologies of roof steel structure,and the strengthening measures for floor,integral hoisting technology for main trusses of ZHJ3 and ZHJ2,lifting technology for roof truss are introduced in detail.By finite element software,the lifting process for main truss and roof truss and hoisting of components are simulated to indicate that the whole structure is safe during hoisting.

关 键 词：厦门西站 钢结构 大跨度钢桁架 施工技术 

分 类 号：TU758.11[建筑科学—建筑技术科学]