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既有桁架体系连续梁桥正交异性钢桥面板架设技术 被引量:1

Erection Technology of Orthotropic Steel Deck for Continuous Beam Bridge with Existing Truss System
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摘要 以九江长江大桥的桥面维修更换为背景,应用有限元软件Midas建立全桥有限元模型,对影响桥梁强度的关键因素温差效应所涉及的施工工艺进行优化,并取得了显著成果,为后续桁架体系连续梁的施工建设提供了范例。 Taking the bridge deck maintenance and replacement of Jiujiang Yangtze river bridge as the background,the finite element model of the whole bridge is established by using the finite element software Midas to optimize the construction technology involved in the temperature difference effect,and remarkable results have been achieved,to provide an example for the construction of the continuous beam of the truss system.
作者 程成 蔡巍 陈勇 CHENG Cheng;CAI Wei;CHEN Yong(China Railway Bridge Bureau Wuhan Bridge Special Technology Co.Ltd.,Wuhan 430205,China)
出处 《工程建设与设计》 2019年第23期195-196,199,共3页 Construction & Design for Engineering
关键词 温差效应 桁架体系连续梁桥 正交异性钢桥面板 temperature difference effect continuous girder bridge with truss system orthotropic steel bridge deck
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