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巴东长江公路大桥主梁构造与斜拉索受力分析
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作者单位:

(湖北省交通规划设计院 武汉 430051)

作者简介:

王成启

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中图分类号:

TU375;U448.27

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Analysis of the structure of the main beam and the stress of the stay cable of Badong Yangtze River Highway Bridge
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(Hubei Transportation Planning and Design Institute, Wuhan 430051, China)

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    摘要:

    巴东长江公路大桥是国道209线在鄂西部跨越长江的特大型桥梁工程,其主桥是主跨为388米的双索面、全漂浮体系PC斜拉桥;本文介绍了大桥工程斜拉桥主梁的主要结构设计和斜拉索受力分析。大桥于2001年3月动工,计划于2004年6月竣工。

    Abstract:

    Badong Yangtze River Highway Bridge is a super large bridge project of National Highway 209 across the Yangtze River in western Hubei Province. Its main bridge is a PC cable-stayed bridge with double cable plane and full floating system with the main span of 388 meters. This paper introduces the main structural design of the main girder of cable-stayed bridge and the stress analysis of the cable-stayed cable. Construction of the bridge began in March 2001 and is scheduled to be completed in June 2004.

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引用本文

Chengqi Wang, Xingzhi Chen, Jianhui Zhan Analysis of the structure of the main beam and the stress of the stay cable of Badong Yangtze River Highway Bridge. Prestress Technology 2004,8(06):12-15. 10.59238/j. pt.2004.06.003

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  • 在线发布日期: 2023-08-09
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