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混凝土连续刚构桥预拱度设置研究
引用本文:戴东利.混凝土连续刚构桥预拱度设置研究[J].铁道建筑技术,2012(6):45-47,54.
作者姓名:戴东利
作者单位:中国铁建十六局集团第四工程有限公司,北京,101400
摘    要:连续刚构桥在设计中设置合理的预拱度能够消除施工过程中各种荷载对线形的影响,减少后期运营过程中的收缩徐变、后期预应力的损失、活载变形等产生的下挠现象。通过对现行规范规定的连续刚构桥预拱度设置的方法进行研究,提出了预拱度设置的合理建议,并通过实例加以说明。

关 键 词:连续刚构桥  预拱度  运营过程  下挠

Research on Continuous Rigid Frame Bridge Pre-camber Design
Dai Dongli.Research on Continuous Rigid Frame Bridge Pre-camber Design[J].Railway Construction Technology,2012(6):45-47,54.
Authors:Dai Dongli
Institution:Dai Dongli(China Railway 16th Bureau Group Co.Ltd.,Beijing 101400,China)
Abstract:In the design of continuous rigid frame bridge setting reasonable pre-camber can eliminate the impact of various loads on the linear in construction process,reduce shrinkage and creep in the process of post-operation,loss of prestress in the late stage,emerging deflection phenomenon caused by deformation produced by live load and so on.The study based on continuous rigid frame bridge setting camber methods in the current specification,proposes reasonable proposals on camber setting and thereupon illustrates this with example.
Keywords:continuous rigid frame bridge  pre-camber  operation process  deflection
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