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芝兰桥现浇箱梁支架预压施工技术研究
引用本文:史斌,潘功行,王新平.芝兰桥现浇箱梁支架预压施工技术研究[J].宁波工程学院学报,2005,17(2):48-50.
作者姓名:史斌  潘功行  王新平
作者单位:宁波市城市基础设施建设开发公司,浙江,宁波,315000
摘    要:本对大跨混凝土连续桥梁施工中采用的支架施工法进行了讨论;提出了一种利用预应力反拉和堆载相结合的支架预压方法,并结合宁波芝兰桥工程0#块施工中大型支架的设计和施工对该法的可行性进行了简要力学分析;结果表明,该法受力性能合理,施工便捷,具有一定的推广及参考价值。

关 键 词:施工技术  支架预压  现浇箱梁  桥梁施工  预压方法  力学分析  受力性能  参考价值  施工法  混凝土  预应力  中大型  大跨
文章编号:1008-7109(2005)02-0048-03
修稿时间:2005年1月16日

Pre-stress Construction of Truss of Cast-in-place Box Beam Zhilan Bridge
SHI Bin,PAN Gong-xin,WANG Xin-ping.Pre-stress Construction of Truss of Cast-in-place Box Beam Zhilan Bridge[J].Journal of Ningbo University of Technology,2005,17(2):48-50.
Authors:SHI Bin  PAN Gong-xin  WANG Xin-ping
Abstract:This paper discusses the truss construction method in the building of long-span concrete bridge, puts forward the truss pre-stress method combining the pull force and the stacking load. With the design and the construction of NO.0# large-scale truss in the building of Ningbo Zhilan Bridge as a case in point, it makes a simple mechanical analysis of its feasibility and the result indicates that this method not only features rational stressing property and convenient construction, but also has some value for popularization and reference.
Keywords:assembled steel bridge truss  cast-in-place box beam  pre-stress
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