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| 混凝土箱梁桥加固措施的探讨 | |
| 引用本文： | 王伟力,宣剑裕. 混凝土箱梁桥加固措施的探讨[J]. 铁道建筑技术, 2007, 0(4): 40-42,47 |
| 作者姓名： | 王伟力 宣剑裕 |
| 作者单位： | 1. 浙江省交通投资集团有限公司,杭州,310014 2. 浙江省公路管理局,杭州,310009 |
| 摘 要： | 针对不同类型的预应力混凝土连续箱梁桥的不同部位产生的裂缝,经过研究分析,提出了加固箱梁桥施工工艺和相应的加固措施,并将这些技术应用于一座开裂的大跨径预应力混凝土连续箱梁桥的工程加固中,经荷载试验和2年来的运营情况表明,所采用的施工工艺和加固措施是可行的。 |
| 关 键 词： | 预应力混凝土箱梁桥 加固措施 混凝土裂缝 |
| 文章编号： | 1009-4539(2007)04-0040-03 |
| 修稿时间： | 2007-03-28 |
Research on Strengthening of Prestressed Concrete Continuous Box-Girder Bridges |
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| Wang Weili,Xuan Jianyu. Research on Strengthening of Prestressed Concrete Continuous Box-Girder Bridges[J]. Railway Construction Technology, 2007, 0(4): 40-42,47 | |
| Authors: | Wang Weili Xuan Jianyu |
| Abstract: | According to different parts and different types of cracks,some strengthening methods for the prestressed concrete continuous box-girder bridges and their corresponding technical requirements are proposed.Several methods have been applied to a bridge strengthening practice.The reasonability and effectiveness of the strengthening method has been proved by the static,dynamic tests,and the two-year operation. |
| Keywords: | prestressed concrete continuous box girder strengthening measure concrete crack |
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