| 南太湖大桥主梁挂篮悬浇施工技术 |
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| 引用本文： | 刘德柱,王鹏,周静波.南太湖大桥主梁挂篮悬浇施工技术[J].桥梁建设,2007(A01):69-72. |
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| 作者姓名： | 刘德柱 王鹏 周静波 |
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| 作者单位： | [1]浙江省湖州市建设工程质量监督站,浙江湖州313000 [2]浙江省湖州市城市建设发展总公司,浙江湖州313000 |
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| 摘 要： | 南太湖大桥为预应力混凝土H形独塔双索面斜拉桥，桥面全宽40．5m，主梁采用5R．主肋形式。介绍该桥主梁采用的二次挂篮悬浇施工技术。
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| 关 键 词： | 斜拉桥 预应力混凝土结构 主梁 挂篮 悬臂灌筑架桥 |
| 文章编号： | 1003-4722（2007）S1-0069-04 |
| 修稿时间： | 2007-04-19 |
Construction Techniques of Cantilever Casting Traveler for Main Girder of South Taihu Lake Bridge |
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| LIU De-zhu, WANG Peng , ZHOU Jing-bo.Construction Techniques of Cantilever Casting Traveler for Main Girder of South Taihu Lake Bridge[J].Bridge Construction,2007(A01):69-72. |
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| Authors: | LIU De-zhu WANG Peng ZHOU Jing-bo |
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| Institution: | 1 Construction Project Quality Supervision Station, Huzhou City, Zhejiang Province, Huzhou 313000, China; 2.Urban Construction Development Corporation, Huzhou City, Zhejiang Province, Huzhou 313000, China |
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| Abstract: | The South Taihu Lake Bridge is a prestressed concrete cable-stayed bridge with a H-shape single pylon and double cable planes. The total deck width of the Bridge is 40.5 m and the main girder is designed to have double main ribs. In this paper, the construction techniques of two-time concrete cantilever casting by form traveler for the main girder are described. |
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| Keywords: | cable-stayed bridge prestressed concrete structure main girder form traveler bridge cantilever casting |
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