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) ›› 2010, Vol. 29 ›› Issue (6): 846-848.

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Analysis on Causes of the Web Plate Crack at L /4 Section of a Continuous Rigid Frame Bridge

XIAO GUANG-hong,ZHANG QIU-ling   

  1. Chongqing Jiaotong University,Chongqing 400074,China
  • Received:2010-03-23 Revised:2010-11-10 Online:2010-12-15 Published:2015-01-22

连续刚构桥箱梁L /4 截面腹板裂缝成因分析

肖光宏,张秋陵   

  1. 重庆交通大学,重庆 400074
  • 作者简介:肖光宏(1957—),男,重庆人,教授,主要从事道路及桥梁结构的教学与研究。E-mail:cq_xgh@163.com。

Abstract: The web cracks of box girder usually appear in the 0 block of continuous rigid frame bridge. According to location, direction and distribution of the web crack at L/4 section of box girder of a bridge in Chongqing,this paper analyzes the causes of the appearance of crack and the development of crack on the basis of on-site construction work. It is indicated that the pouring time difference between the former segment and the latter segment is the main cause for crack formation and development.

Key words: web plate crack, cause, analysis

摘要: 连续刚构桥梁箱梁腹板裂缝大多出现在0号块的腹板上,在跨中出现腹板裂缝的较少。根据重庆某大桥箱 梁L/4截面处出现的裂缝位置、走向及分布,结合现场施工情况分析了裂缝形成和发展的原因,认为前后现浇节段 的浇注时间相差过大是裂缝发生的主要原因之一。

关键词: 腹板裂缝, 成因, 分析

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