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大跨度部分斜拉桥上部结构施工技术
引用本文:朱伟.大跨度部分斜拉桥上部结构施工技术[J].铁道建筑技术,2008(3):20-26.
作者姓名:朱伟
作者单位:中铁十五局集团有限公司,河南洛阳,471013
摘    要:荷麻溪特大桥主梁特大型0号块采用贝雷架作支架、水平分三层浇筑等施工技术,采用超宽三角斜拉式后支点挂篮现浇部分斜拉桥大型箱梁施工技术,以及斜拉索采用环氧涂层钢绞线成品索,工厂加工成品,现场整束安装整束悬浮式张拉技术。

关 键 词:部分斜拉桥挂篮施工成品索安装

Super Structure Construction Techniques for Large-Span Partially Cable-Stayed Bridge
Zhu Wei.Super Structure Construction Techniques for Large-Span Partially Cable-Stayed Bridge[J].Railway Construction Technology,2008(3):20-26.
Authors:Zhu Wei
Affiliation:Zhu Wei (China Railway 15^th Bureau Group Co. Ltd. , Luoyang 471013. China)
Abstract:Hemaxi Extra-Large Bridge is a prestress concrete partially cable-stayed bridge with the longest span in our country. The keys and difficulties of super structure construction are : ( 1 ) oversized 0# piece of the main beam adopting the construction techniques of Bailey frame being the bracket, three-layer placement ; (2) adopting the partially cable-stayed bridges' large box beam of super-wide triangle oblique-pulling back supporting point hanging basket to cast-in-situ. (3) adopting epoxy resin coated steel strand finished product cable. The cable was made in workshop, installed and suspension tensioned on site.
Keywords:partially cable-stayed bridges  0# piece cast-in-situ  construction of hanging basket  finished product cable
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