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混凝土连续体系桥梁的病害现状
引用本文:冯兆祥,赵启林,吉林.混凝土连续体系桥梁的病害现状[J].中国市政工程,2008(3).
作者姓名:冯兆祥  赵启林  吉林
作者单位:解放军理工大学工程兵工程学院,江苏,南京,210007
摘    要:混凝土连续体系桥梁常见病害,除钢筋锈蚀、混凝土炭化与冰融破坏等混凝土桥梁的通病外,对大跨度混凝土连续体系桥梁还存在跨度挠度过大、腹板斜向开裂、底板横向裂缝、底板纵向裂缝以及底板上下分层等多种典型病害形式。介绍了这些病害出现时间、发展趋势、病害特征和机理、防治措施等,还提出了加快研究成果向设计规范转化步伐和加大控制措施的研究力度。

关 键 词:连续体系桥梁  预应力  混凝土  病害  设计

Existing Hazards on Bridges of Concrete Continuous System
FENG Zhao-xiang,ZHAO Qi-lin,JI Lin.Existing Hazards on Bridges of Concrete Continuous System[J].China Municipal Engineering,2008(3).
Authors:FENG Zhao-xiang  ZHAO Qi-lin  JI Lin
Abstract:The common hazards on concrete continuous bridges include not only the usual forms of rebar rust and corrosion, concrete carbonization and damage by thawing, but also the typical forms of excessive deflection in the span, diagonal cracks in the web, transversal and longitudinal cracks in the bottom slab and separation of the upper and lower parts thereof, etc. in the large span concrete continuous bridges. Introduced hereby are the time of occurrence and tendency of development of the hazards, with their characteristics and mechanism and measures for their remedy. It is proposed that the transformation of the result be quickened from the research into design specification, and more efforts be made for the control.
Keywords:bridges of the continuous system  prestress  concrete  hazards  design
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