| 芦苞涌特大桥箱梁现浇支架的施工设计 |
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| 引用本文： | 郭俊雅.芦苞涌特大桥箱梁现浇支架的施工设计[J].桥梁建设,2006(Z1):14-16. |
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| 作者姓名： | 郭俊雅 |
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| 作者单位： | 中铁大桥局集团第三工程有限公司,广东,广州,510800 |
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| 摘 要： | 广州芦苞涌特大桥引桥第5联、第7联为现浇预应力混凝土连续梁,设计采用现浇支架施工。介绍结合工程实际情况,对该箱梁现浇支架上、下部结构的设计计算。
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| 关 键 词： | 箱形梁 现浇支架 施工设计 |
| 文章编号： | 1003-4722(2006)S1-0014-03 |
| 修稿时间： | 2006年3月8日 |
Working Design of Cast-in-Situ Construction Scaffolding for Concrete Box Girders of Lubaoyong Bridge |
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| GUO Jun-ya.Working Design of Cast-in-Situ Construction Scaffolding for Concrete Box Girders of Lubaoyong Bridge[J].Bridge Construction,2006(Z1):14-16. |
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| Authors: | GUO Jun-ya |
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| Abstract: | The 5th and 7th units of the approach spans of Lubaoyong Bridge in Guangzhou are of prestressed concrete continuous box girders that are designed to be cast in situ on scaffolding.In this paper,in the light of specific construction of the continuous box girders of the approach spans,the design and calculation of the superstructure and substructure of the cast-in-situ construction scaffolding for the box girders are dealt with. |
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| Keywords: | box girder cast-in-situ construction scaffolding working design |
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