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预应力混凝土连续梁桥线形控制影响因素研究
引用本文:韦初宽,彭蓉.预应力混凝土连续梁桥线形控制影响因素研究[J].西部交通科技,2012(7):41-43,81.
作者姓名:韦初宽  彭蓉
作者单位:广西交通科学研究院,广西南宁,530007
摘    要:文章结合沪宁城际高速铁路某预应力连续梁桥工程实例,采用有限元计算软件,分析了混凝土弹性模量、混凝土容重、预应力、温度、混凝土收缩徐变等因素对该桥主梁线形控制的影响,并提出了相应的控制措施。

关 键 词:预应力混凝土连续梁桥  线形控制  影响因素  研究

Study on Influencing Factors of Linear Control for Prestressed Concrete Continuous Girder Bridge
WEI Chu-kuan,PENG Rong.Study on Influencing Factors of Linear Control for Prestressed Concrete Continuous Girder Bridge[J].Western China Communication Science & Technology,2012(7):41-43,81.
Authors:WEI Chu-kuan  PENG Rong
Institution:(Guangxi Transportation Research Institute,Nanning,Guangxi,530007)
Abstract:Combined with the actual engineering case of a prestressed continuous girder bridge in Shanghai-Nanjing Intercity High-speed Railway,the article used the finite element analysis software,analyzed the impact of the elastic modulus of concrete,bulk density of concrete,prestress,temperature,concrete shrinkage creep and other factors on the linear control of the main beam in this bridge,and proposed the appropriate control measures.
Keywords:Prestressed concrete continuous girder bridge  Linear control  Influencing factors  Study
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