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STUDY OF CONSOCIATION BEARING OF ARCH RING AND ARCH CENTERING IN SUB-RING CONSTRUCTION OF CONCRETE BOX ARCH BRIDGES

机译:混凝土箱拱桥子环拱拱拱拱拱拱拱轴承轴承的研究

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In this paper, an advanced finite element analysis software MSC.Marc written by the United States, is used to analyse the force of Central Box - Arch centering in the process of sub-ring construction and calculate accurately the combined effect of the arch ring, basing on a demonstration bridge in Sichuan. Finally the concrete weight ratio the arch centering could bear can be concluded. The result of the theoretical analysis is validated by the detailed monitoring in the process of sub-ring construction. In Februrary 2007, the bridge successfully completed and opened to the traffic. In order to make the research result easy to promote, in this paper, five simulant arch bridge of different span are chosed for the emulational anaylsis, which explores the linear equation of arch ring concrete weight ratio, and this can be as a reference for similar engineering projects.
机译:在本文中,美国先进的有限元分析软件MSC.MARC由美国编写,用于分析中央箱拱的力量在子环结构过程中,准确计算拱环的综合效果,基于四川的示范桥。最后,可以得出拱形中心轴的混凝土重量比。通过在子环结构过程中的详细监测验证了理论分析的结果。在Feburrary 2007中,桥梁成功完成并向交通开放。为了使研究结果易于促进,本文将为模拟AnayLSIS施加不同跨度的五大模拟拱桥,探讨了拱环混凝土重量比的线性方程,这可以是类似的参考工程项目。

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