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预应力混凝土连续梁桥施工阶段结构分析
引用本文:张志勇,桑明丽,朱疆.预应力混凝土连续梁桥施工阶段结构分析[J].交通科技,2013(6):7-9.
作者姓名:张志勇  桑明丽  朱疆
作者单位:[1]江西省交通科学研究院,南昌330200 [2]荆门九衢路桥工程有限公司,荆门448000
摘    要:以某预应力混凝土连续梁桥的施工过程为背景,通过对连续梁桥施工阶段进行结构理论分析和各节段的线形和预拱度控制的现场监测,保证桥梁施工过程的安全和顺利合龙,并使成桥后线形符合设计要求.通过有限元分析主桥预拱度得出相关结论.

关 键 词:连续梁桥  有限元  预拱度

The Analysis on the Construction Stage of the Prestressed Concrete Continuous Beam Bridge
Zhang Zhiyong,Sang Mingli,Zhu Jiang.The Analysis on the Construction Stage of the Prestressed Concrete Continuous Beam Bridge[J].Transportation Science & Technology,2013(6):7-9.
Authors:Zhang Zhiyong  Sang Mingli  Zhu Jiang
Institution:1. Jiangxi Transportation Research Institute, Nanchang 330200, China; 2. Jingmen Jiuqu road and bridge Engineering Co. ,Ltd. , Jingmen 448000, China)
Abstract:This paper took some prestressed concrete continuous girder bridge in the process of cantile- ver cast-in place construction as the background. It could ensure the safety of the structural analysis and made the line type of the final bridge meet the design requirement successfully after through the construct ion stage o f continuous girder bridge simulation analysis and each segmental linear and cam- ber field monitoring. Finite element analysis of the main bridge through camber draw relevant conclu-sions on the latter construction has certain marketing and reference value.
Keywords:continuous beam bridge  pre-camber  finite element analysis
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