摘要
为解决大跨钢桁梁安全、精准、高效安装难题,以某大桥大跨钢-混凝土组合廊桥钢桁梁施工为例,通过与常规散拼方案进行对比,结合工艺研究与数值分析,研发出大跨钢桁梁安装成套工艺及相应工装。工程实践证明,该技术具有创新性及可行性。
In order to solve the problems of safe, accurate and efficient installation of long-span steel truss girder, taking the construction of steel truss girder of a large-span steel concrete composite corridor bridge as an example, through comparison with the conventional loose splicing scheme, combined with process research and numerical analysis, a complete set of installation technology and corresponding tooling for large-span steel truss girder is developed. The innovation and feasibility of the technology are proved by engineering practice.
作者
胡义新
刘宁波
陈丁
HU Yixin;LIU Ningbo;CHEN Ding(CCCC Second Harbour Engineering Co.,Ltd.,Wuhan,Hubei430040,China;Fuzhou Branch of CCCC Second Harbour Engineering Co.,Ltd.,Fuzhou,Fujian350000,China;No6 Branch of CCCC Second Harbour Engineering Co.,Ltd.,Wuhan,Hubei430014,China)
出处
《施工技术》
CAS
2021年第11期160-164,共5页
Construction Technology
关键词
廊桥
大跨组合
钢桁梁
有限元分析
施工工艺
covered bridges
long-span combination
steel truss girder
finite element analysis
construction