斜拉式混凝土连续桁梁预应力施工

张林光

铁道工程学报 ›› 1997, Vol. 14 ›› Issue (1) : 72-83.

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PDF(321 KB)
铁道工程学报 ›› 1997, Vol. 14 ›› Issue (1) : 72-83.
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斜拉式混凝土连续桁梁预应力施工

  • 张林光
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Prestressed Construct ion of Beam with Cable-Stayed Concrete Continuous Truss for Weiyun River Extra-Long Bridge of Jing-Jiu Railway

  • Zhang Linguang
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摘要

本文介绍了卫运河特大桥斜拉式混凝土连续桁梁预应力施工技术,对复杂预应力结构的 孔道成孔方法、钢铰线张拉顺序的确定、张拉力控制方法、孔道压浆工艺进行了详细论述,提出了 预应力施工中有关施工计算的方法,并对卫运河桥桁梁结构施工进行了简要介绍。

Abstract

Thi s paper introduces the prest ressed co nst ructio n tech nique of the beam of Weiyun Riv er ex t ra-lo ng bridg e with cable-stay ed concrete continuo us t russ. The co nst ruction methods o f prest ressad aperture of complex prest ressed structures, the determination of the tensional sequence of steel cables, the methods of prestressed fo rce co ntro l a nd the art fo r gro uting prest ressed aper tures are di scussed in detail. Calcula ting methods o n prest ressed construction are presented, and the co nst ructio n w o rks of the structures of the Weiyun Riv er majo r bridg e are described briefly in thi s paper.

Key words

Bridge o f Weiyun Riv er / beam of concrete co ntinuous t russ / prest ressed const ructio n

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张林光. 斜拉式混凝土连续桁梁预应力施工[J]. 铁道工程学报, 1997, 14(1): 72-83
Zhang Linguang. Prestressed Construct ion of Beam with Cable-Stayed Concrete Continuous Truss for Weiyun River Extra-Long Bridge of Jing-Jiu Railway[J]. Journal of Railway Engineering Society, 1997, 14(1): 72-83

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