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首页> 外文期刊>The Open Civil Engineering Journal >Technology Research Status Review of Long-span Continuous RigidFrame Bridge Deck Pavement
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Technology Research Status Review of Long-span Continuous RigidFrame Bridge Deck Pavement

机译:大跨度连续刚构桥面铺装技术研究现状综述

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Through the analysis and summary of research status and development trends of deck pavement technology oflong-span continuous rigid frame bridge deck pavement at home and abroad, the impact factors of durability of continuousrigid frame bridge deck pavement, such as design flaw, constructional quality and overload are studied. This articlewill comprehensively analyze the cause of disease focusing on mechanism, structure design deficiency and classificationmethod. Analysis shows that: the durability of continuous rigid frame bridge deck pavement is determined not only bypavement material strength, but also by pavement layer thickness and materials of bridge deck. It is integrated design ofpavement and bridge deck, superior construction quality and craft that make sure deck pavement durability. Besides, thereare still some imperfections and unreasonableness in existing literatures using finite element calculation of continuous rigidframe bridge deck pavement. In order to provide more credible data for future engineering practice and relevant standard,the finite element method and boundary conditions should be studied and improved.
机译:通过对国内外大跨度连续刚构桥面桥面铺装技术研究现状和发展趋势的分析与总结,对连续刚构桥面桥面耐久性的影响因素包括设计缺陷,施工质量和超载等。被研究。本文将从机理,结构设计缺陷和分类方法等方面对病因进行综合分析。分析表明:连续刚构桥面的耐久性不仅取决于路面的材料强度,还取决于路面层的厚度和桥面的材料。它是人行道与桥面甲板的一体化设计,卓越的施工质量和工艺确保了甲板路面的耐用性。此外,在连续刚构桥面铺装的有限元计算中,现有文献还存在一些不足和不合理之处。为了为将来的工程实践和相关标准提供更可靠的数据,应研究和改进有限元方法和边界条件。

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