| 漳州战备大桥主桥斜拉索设计 |
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| 引用本文： | 王凯,郑宏扬,李敏.漳州战备大桥主桥斜拉索设计[J].桥梁建设,2002(1):8-10. |
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| 作者姓名： | 王凯 郑宏扬 李敏 |
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| 作者单位： | 铁道第一勘察设计院,甘肃,兰州,730000 |
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| 摘 要： | 漳州战备大桥主桥为（80．8＋132．0＋80．8）m双塔单索面三跨连续部分斜拉预应力混凝土箱梁桥，介绍其主桥斜拉索的布置、体系构造以及受力。
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| 关 键 词： | 部分斜拉桥 斜拉索 构造 索鞍 桥梁设计 |
| 文章编号： | 1003-4722（2002）01-0008-03 |
| 收稿时间： | 2001-10-31 |
| 修稿时间： | 2001-10-31 |
Stay Cables Design of Zhangzhou War Preparation Bridge |
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| Wang Kai;Zheng HongYang;Li Min.Stay Cables Design of Zhangzhou War Preparation Bridge[J].Bridge Construction,2002(1):8-10. |
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| Authors: | Wang Kai;Zheng HongYang;Li Min |
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| Abstract: | Zhangzhou War Preparation Bridge is a 3-span partial cable-stayed prestressed concrete box girder bridge with two towers and single-cable-plane. The attribution of main bridge stay cables and its system structure and loading are introduced. |
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| Keywords: | partial cable-stayed bridge stay cable structure cable saddle bridge design |
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