您现在的位置:建筑结构>> 期 刊>> 2011年>> 第06期>>正文内容
中国国家博物馆钢桁架与混凝土结构的合理连接研究与设计
符龙彪,陈才华,刘枫,孙建超,陈莹,陈涛,王杨
摘 要
(中国建筑科学研究院,北京 100013)
[摘要]中国国家博物馆钢桁架结构跨度大、荷载大,使得钢桁架与混凝土结构连接处的反力巨大。为了使钢和混凝土协调工作,连接部件的合理设计是一个关键问题。本项目中,钢桁架与混凝土结构主要有两种位置关系,一种是钢桁架与混凝土结构侧面连接;另一种是钢桁架与混凝土结构顶面连接。对这两种连接方式分别进行了方案的对比和介绍。对于侧面连接区域,采用了暗桁架的连接方式,并将暗桁架杆件形式从实腹式截面调整为两块钢板,在保证了有效传力的同时,满足了钢筋布置的要求。同时还进行了有限元分析,对节点设计方法给予了验证。对于顶面连接方式,采用与施工方案相结合的节点设计方式,通过滑动支座释放部分水平反力。通过分析计算确立了合理的连接构造。
[关键词]中国国家博物馆;钢桁架;钢桁架与混凝土结构的连接;暗桁架
中图分类号:TU398.7文献标识码:A文章编号:1002-848X(2011)06-0026-05
Research and design of reliable connection between steel truss and concrete structure  for National Museum of China
Fu Longbiao, Chen Caihua, Liu Feng, Sun Jianchao, Chen Ying, Chen Tao, Wang Yang(China Academy of Building Research, Beijing 100013, China)
Abstract:The steel truss of National Museum of China is a large-span and high-loaded structure system, which produces high reaction force on the connection between steel truss and concrete structure,thus the design of reasonable connection is a crucial issue for the coordination between steel and concrete. There are mainly two connection types between steel truss and the concrete structure in this project: the steel truss is connected on the side face of the concrete structure, and the steel truss is located on the top face of the concrete structure. These two connection types were introduced respectively. For the side connection style, hidden truss was adopted, while the steel plates were used in replace of the solid shape steel for members of the hidden truss. This method could assure the force transfer effectively and meet the requirement of the arrangement of rebar simultaneously. Meanwhile, finite element analysis was carried out to verify the connection design measurement. For the top connection style, the connection design need to combine with the construction measurement. The slipping bearing was used in the construction period to release part of the horizontal reaction force. Based on the careful analysis and calculation, the connection structure was properly established.
Keywords:National Museum of China; steel truss; connection between steel truss and concrete structure; hidden truss
作者简介:符龙彪,硕士,工程师,Email:dobbiebear@163.com。
参考文献
[1]  刘枫,宋涛,赵基达,等.中国国家博物馆钢桁架结构设计[J]. 建筑结构,2011,41(6):20\|25,70.
[2]  孙建超,杨金明,齐国红,等.中国国家博物馆改扩建工程新馆结构设计[J]. 建筑结构,2011,41(6):6\|13.
[3]  OLLGAARD J G, SLUTTER R G, FISHER J W. Shear strength of stud connections in lightweight and normal weight concrete[J]. J. AISC Engrg., 1971, 8(4): 55\|64.

[4]  聂建国,沈聚敏,袁彦声,等.钢-混凝土组合梁中剪力连接件实际承载力的研究[J].建筑结构学报, 1996, 17 (2): 21-28.

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!