| 巴东长江公路大桥主梁构造与斜拉索受力分析 |
| |
| 引用本文： | 王成启,陈杏枝,詹建辉. 巴东长江公路大桥主梁构造与斜拉索受力分析[J]. 预应力技术, 2004, 8(6): 12-15 |
| |
| 作者姓名： | 王成启 陈杏枝 詹建辉 |
| |
| 作者单位： | 湖北省交通规划设计院,武汉430051 |
| |
| 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。
|
| 关 键 词： | 斜拉索 巴东长江公路大桥 PC斜拉桥 主桥 主梁 桥梁工程 受力分析 构造 特大型 竣工 |
Analysis of the structure of the main beam and the stress of the stay cable of Badong Yangtze River Highway Bridge |
| |
| 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[J]. Prestress Technology, 2004, 8(6): 12-15 |
| |
| Authors: | Chengqi Wang Xingzhi Chen Jianhui Zhan |
| |
| Affiliation: | Hubei Transportation Planning and Design Institute, Wuhan 430051, China |
| |
| 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. |
| |
| Keywords: | Stay cable Badong Yangtze River Highway Bridge PC cable-stayed bridge The main bridge The main beam Bridge engineering Force analysis Structure Oversize Be completed |
| 本文献已被 维普 等数据库收录！ |
| 点击此处可从《预应力技术》浏览原始摘要信息 |
|
点击此处可从《预应力技术》下载全文 |
