| 洪都大桥主桥设计 |
| |
| 引用本文： | 邓安泰,陈亮. 洪都大桥主桥设计[J]. 城市道桥与防洪, 2008, 0(5): 31-33 |
| |
| 作者姓名： | 邓安泰 陈亮 |
| |
| 作者单位： | 南昌市城市规划设计研究总院,江西,南昌,330009;上海市政工程设计研究总院,上海市,200092 |
| |
| 摘 要： | 洪都大桥主桥为三跨自锚式钢箱梁悬索桥,跨径布置为85m+195m+85m。该文介绍了主桥的总体布置、结构设计、设计关键技术和指导性施工顺序。
|
| 关 键 词： | 自锚式悬索桥 钢箱梁 关键技术 施工顺序 |
| 文章编号： | 1009-7716(2008)05-0031-03 |
| 修稿时间： | 2008-02-03 |
Design of main bridge of Hongdu Bridge |
| |
| Deng Antai,Chen Liang. Design of main bridge of Hongdu Bridge[J]. Urban Roads Bridges & Flood Control, 2008, 0(5): 31-33 |
| |
| Authors: | Deng Antai Chen Liang |
| |
| Abstract: | The main bridge of Hongdu Bridge is three-span self-anchored steel box girder suspension bridge. The spans are 85m+195m+85m. The article introduces the overall layout, structure design, key design technique and instructive construction sequence of the main bridge. |
| |
| Keywords: | self-anchored suspension bridge steel box girder key technique construction sequence |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
