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连续刚构桥0#块支架预应力预压施工方案
引用本文:李美林,罗资清,玉达变.连续刚构桥0#块支架预应力预压施工方案[J].西部交通科技,2010(8):108-111.
作者姓名:李美林  罗资清  玉达变
作者单位:广西壮族自治区公路桥梁工程总公司,广西,南宁,530001
摘    要:百色竹洲大桥连续刚构0#块采用预应力施载法进行支架施工,文章介绍了该支架预应力预压的方法和措施,分析了支架预压后的受力状况,提出了连续刚构0#块支架预应力预压施工方案。

关 键 词:支架  预应力  预压  施工方案

Construction Plan of Prestress Prepressing for Continuous Steel Bridge 0# Support
LI Mei-lin,LUO Zi-qing,YU Da-bian.Construction Plan of Prestress Prepressing for Continuous Steel Bridge 0# Support[J].Western China Communication Science & Technology,2010(8):108-111.
Authors:LI Mei-lin  LUO Zi-qing  YU Da-bian
Institution:(Guangxi Road and Bridge Engineering Corporation, Nanning, Guangxi, 530011)
Abstract:Baise Zhuzhou Bridge continuous steel support 0# uses pre-stress load method to perform support construction.The article introduces the prepressing method that was used, and analyzes the stress distribution after prestressing.It also proposes the construction plan of using prestress prepressing on continuous steel support building.
Keywords:Support stand  Prestress  Prepress  Construction plan
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