| 外倾拱肋系杆拱桥的设计与施工实践 |
| |
| 引用本文： | 应伟强,庄年. 外倾拱肋系杆拱桥的设计与施工实践[J]. 预应力技术, 2011, 15(4): 14-17 |
| |
| 作者姓名： | 应伟强 庄年 |
| |
| 作者单位： | 北京市市政工程设计研究总院; |
| |
| 摘 要： | 某桥梁工程是座下承式外倾拱肋系杆拱桥,主桥跨径111m,拱肋采用箱形截面,本文结合该桥的设计情况,浅析该类桥型的设计构思、造型特点和受力特性,以及施工方案的选择和施工方法。
|
| 关 键 词： | 外倾拱肋 系杆拱桥 桥梁设计 桥梁施工 |
Design and construction practice of tilting arch ribbed tie arch bridge |
| |
| Wei Qiang,Nian Zhuang. Design and construction practice of tilting arch ribbed tie arch bridge[J]. Prestress Technology, 2011, 15(4): 14-17 |
| |
| Authors: | Wei Qiang Nian Zhuang |
| |
| Affiliation: | Beijing Municipal Engineering Design and Research Institute, Beijing 100045, China |
| |
| Abstract: | A bridge project is a cantilever type outward arch ribbed arch bridge, the main bridge span 111m, arch rib using box section, combined with the design of the bridge, this paper analyzes the design concept, shape characteristics and mechanical characteristics, as well as the selection of construction scheme and construction method. |
| |
| Keywords: | Inclined arch rib Tied pole arch bridge Bridge design Bridge construction |
| 本文献已被 CNKI 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 |
|
