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纵坡段桥面铺装层的受力分析
引用本文:王玮.纵坡段桥面铺装层的受力分析[J].筑路机械与施工机械化,2011,28(4):73-76,80.
作者姓名:王玮
作者单位:河南交通职业技术学院道桥工程系,河南,郑州,450000
摘    要:针对桥梁中广泛存在的上下坡段、坡道坡度大等问题,进行了纵坡段桥面铺装层受力分析。首先,分析纵坡段桥面铺装病害的原因;其次,引入动荷载,分别计算桥面在静载和动载作用下的力学响应;最后,分析坡度、刹车和超载等因素对桥面铺装的抗剪稳定性的影响,从而为山岭、丘陵地区桥梁铺装提供可靠的技术保证。

关 键 词:纵坡段  桥面铺装  动荷载  超载

Force Analysis of Longitudinal Slope Section of Bridge Deck Pavement
WANG Wei.Force Analysis of Longitudinal Slope Section of Bridge Deck Pavement[J].Road Machinery & Construction Mechanization,2011,28(4):73-76,80.
Authors:WANG Wei
Institution:WANG Wei Department of Road and Bridge Engineering,Henan Vocational and Technical College of Communications,Zhengzhou 450000,Henan,China
Abstract:For the widespread presence of big grade on the slopes of bridges,the force analysis of longitudinal slope of brdge deck pavement was carried out.First,the causes of deck pavment diseases on longitudinal slope were analyzed;secondly,dynamic load was introduced to calculate the mechanical response of bridge deck under static load and dynamic load;finally,the impact of slope,braking and overload on the shear stability was analyzed, so as to provide a technical assurance for the deck pavement in mountains and ...
Keywords:longitudinal slope section  bridge deck pavement  dynamic load  overload  
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