中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2004, Vol. 23 ›› Issue (3): 1-4.

• •    下一篇

大跨度双曲拱桥维修加固研究

周志祥 贺鹏,赵灿晖   

  1. 重庆交通学院桥梁及结构工程系,重庆400074
  • 收稿日期:2003-06-30 出版日期:2004-06-15 发布日期:2015-05-18
  • 作者简介:周志祥(1958—),男,四川隧宁人,教授,主要从事桥梁隧道及结构工程

Research on reinforcing and repairing of a long-span bi-curved arch bridge

ZHOU Zhi-xiang, HE Peng, ZHAO Chan-hui   

  1. Department of Bridge&Structure , Chongqing Jiaotong University,Chongqing 400074, China
  • Received:2003-06-30 Online:2004-06-15 Published:2015-05-18

摘要: 笔者针对大跨度双曲拱桥的病害特点,探讨了同时采用局部增大主拱圈截面、增加横向联系和改变拱上建筑 结构体系三种措施来加固改造危旧双曲拱桥,避免了对主拱圈整体进行维修加固的麻烦.该方法已成功运用于重 庆市巫溪县110m净跨的大宁河大桥的维修加固工程中,取得了很好的社会经济效益.

关键词: 双曲拱桥, 病害, 分析, 加固

Abstract: A method to strengthen a bi- curved arch bridge is presented according to the damage situation of the bridge. Three measures of enlarging the local sections, strengthning the bracings and changing the form of super-structure are used to avoid the trouble of repairing the whole main-arch. The method has been successfully applied in the rehabilitation of Daning River bridge and presented remarkable social and economic benefits

Key words: bi-curved arch bridges, damage, analysis, strengthening

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