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东江特大桥主桥二次张拉低回缩钢绞线竖向预应力设计与施工
引用本文:周悌丰.东江特大桥主桥二次张拉低回缩钢绞线竖向预应力设计与施工[J].价值工程,2012,31(17):77-81.
作者姓名:周悌丰
作者单位:广东省长大公路工程有限公司,广州,511400
摘    要:东江特大桥是博深高速公路最大的一座特大桥,北接博罗苏村,南接惠州潼湖,跨越广东东江,全长2675.43m,其中东江特大桥属于博深高速公路第一合同,主桥采用连续刚构方案,并采用竖向预应力二次张拉设计与施工,本文介绍主桥竖向预应力设计与施工关键技术,希望对类似桥型的设计与施工起到借鉴与参考作用。

关 键 词:东江特大桥  博深高速公路  连续刚构  竖向预应力  二次张拉  低回缩锚具  设计与施工

Dongjiang Big Bridge Second Tensioning Shrinkage Steel Strand Vertical Prestress Design and Construction
Zhou Tifeng.Dongjiang Big Bridge Second Tensioning Shrinkage Steel Strand Vertical Prestress Design and Construction[J].Value Engineering,2012,31(17):77-81.
Authors:Zhou Tifeng
Institution:Zhou Tifeng(Guangdong Provincial ChangDa Highway Engineering Co.,Ltd.,Guangzhou 511400,China)
Abstract:Dongjiang big bridge is the largest bridge of Boluo—Shenzhen highway.The north part of the highway is Luosu village;the south part is Tonghu of Huizhou,which crosses the Dongjiang.The overall length is 2675.43m.Dongjiang big bridge is No.1 contract segment of Boluo—Shenzhen highway.The bridge uses continuous rigid frame,and uses the design and construction of vertical prestressed second tensioning.The paper introduces the vertical prestress design and construction key technology,hoping to providing reference for design and construction of similar bridge.
Keywords:Dongjiang Big Bridge  Boluo—Shenzhen highway  continuous rigid frame  vertical prestressed  second tensioning  low retracting anchorage  design and construction
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