| 斜交桥加固设计 |
| |
| 引用本文： | 苏彦鸿,朱文正,张俊平.斜交桥加固设计[J].城市道桥与防洪,2006(4):98-99,102. |
| |
| 作者姓名： | 苏彦鸿 朱文正 张俊平 |
| |
| 作者单位： | 广州市广园路建设公司,广东,广州,510605;广州大学土木工程学院,广东,广州,510605 |
| |
| 摘 要： | 该文介绍了某斜交桥加固设计过程,对比了常用桥梁加固方法的特点,通过对主动加固方案各步骤的计算分析,说明了主动加固方案的有效性,该文建议在桥梁加固时优先选用主动加固方案,对桥梁的加固设计与施工有一定指导意义。
|
| 关 键 词： | 斜交桥 桥面板梁加固 体外预应力 |
| 文章编号： | 1009-7716（2006）04-0098-02 |
| 收稿时间： | 2006-02-20 |
| 修稿时间： | 2006-02-20 |
Design of Reinforcement for Skew Bridge |
| |
| Su Yanhong,Zhu Wenzheng,Zhang Junping.Design of Reinforcement for Skew Bridge[J].Urban Roads Bridges & Flood Control,2006(4):98-99,102. |
| |
| Authors: | Su Yanhong Zhu Wenzheng Zhang Junping |
| |
| Abstract: | The article introduces the deign course of reinforcing a skew bridge.Compared with the characteristics of the common bridge reinforcing method and through the calculation analysis of various steps of the active reinforcement scheme,the article explains the effectiveness of the active reinforcement scheme.The article suggests that the active reinforcement scheme should be firstly used during the bridge reinforcement,which has some guidance significance for the reinforcement design and construction of the bridges |
| |
| Keywords: | skew bridge reinforcement of deck slab beam external pre-stress |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
