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

Journal of Chongqing Jiaotong University(Natural Science) ›› 2013, Vol. 32 ›› Issue (增1): 836-838.DOI: 10.3969/j.issn.1674-0696.2013.sup.1.26

Previous Articles     Next Articles

Influence of Widening and Renovation on Mechanical Performance of Old Bridges

Chang Guoqiang1,Zhang Changqing1,Hu Wenhua2,Wang Peng1   

  1. 1.China Merchants Chongqing Communications Research & Design Institute Co.Ltd.,Chongqing 400067,China; 2.Yunnan Highway Science & Technology Research Institute,Kunming 650051,Yunnan,China
  • Received:2013-02-01 Revised:2013-07-05 Online:2013-06-30 Published:2015-03-12

拓宽改造对旧桥受力性能的影响分析

常国强1,张长青1,胡文华2,王鹏1   

  1. 1.招商局重庆交通科研设计院有限公司,重庆400067;2.云南省公路科学技术研究院,云南昆明650051)
  • 作者简介:常国强(1980—),男,山东淄博人,工程师,硕士,主要从事桥梁设计、科研、咨询等工作。E-mail:guoq_chang@163.com.
  • 基金资助:
    云南省交通厅科技项目﹝云交科2010( A) 03-61 ﹞

Abstract: Concrete T-beam and hollow slab bridges have been constructed at mountainous areas since years ago,which have to be widened currently due to mass increase traffic volume. By use of load lateral distribution factor ( LLDF) ,the influence of different widening method on the force of bridges with small or medium span was analyzed by beam-and-girder method. The research results indicate that reasonable widening methods can efficiently reduce the potential load bearing capacity and indirectly improve the load bearing capacity of old bridges,which efficiently reduces the construction cost.

Key words: widen bridge structure, mechanical performance, potential load bearing capacity, load lateral distribution factor ( LLDF) , beam-and-girder method

摘要: 早期建设的山区T梁桥、空心板桥由于不能满足急剧增长的交通需求必须拓宽。从荷载横向分布系数入手, 利用梁格法分析不同拓宽方式对中小跨径桥梁内力的影响。研究表明:合理的拓宽方案可有效降低旧桥梁体承担 的荷载,间接提高旧桥承载裕度,达到少加固或不加固即能满足拓宽提载的要求,有效减少加固费用。

关键词: 旧桥拓宽, 受力性能, 承载潜力, 横向分布系数, 梁格法

CLC Number: