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T型刚构桥桥面病害成因及防治措施
引用本文:刘振铭,李若冰.T型刚构桥桥面病害成因及防治措施[J].交通科技与经济,2008,10(2):43-45.
作者姓名:刘振铭  李若冰
作者单位:黑龙江龙航工程总承包有限责任公司,黑龙江,哈尔滨,150026
摘    要:带挂梁的T型刚构桥在运营过程中,水泥混凝土桥面普遍出现病害,集中表现在桥面开裂、露骨和桥面连续失效等病害。从病害原因分析出发,采取局部设置FYT防水层、植筋、钢纤维混凝土桥面铺装、更换毛勒伸缩缝等综合整治措施,取得良好效果。

关 键 词:T型刚构  桥面  病害  FYT防水层  植筋  钢纤维混凝土
文章编号:1008-5696(2008)02-0043-03
修稿时间:2007年11月24

The Cause and Measure of Bridge Decking Failures of Rigid Frame T-bridge
LIU Zhen-ming,LI Ruo-bing.The Cause and Measure of Bridge Decking Failures of Rigid Frame T-bridge[J].Technology & Economy in Areas of Communications,2008,10(2):43-45.
Authors:LIU Zhen-ming  LI Ruo-bing
Institution:(Heilongjiang Longhang Engineering Chief Contract Co. Ltd. , Harbin 150026, China)
Abstract:The rigid frame T-bridges with suspending beam had already occurred failures in the cement concrete bridge decking,such as cracking,aggregate exposed and inefficiency of bridge decking joint structure.On the base of analysis for failures,we adopted such intergral measures as building partly FYT water-proof layer,planting steel bars,steel fiber bridge decking and replacing the expansion and contraction seam etc.and acquired good effect,which will supply reference for the following bridge failures curing and protection.
Keywords:rigid frame T-bridges  bridge  decking  FYT water-proof layer  planting steel bars  steel fiber concrete
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