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连续刚构桥顶板纵向裂缝成因分析及设计反思
引用本文:李琦,刘清春.连续刚构桥顶板纵向裂缝成因分析及设计反思[J].水运科技信息,2012(3):38-40.
作者姓名:李琦  刘清春
作者单位:[1]招商局重庆交通科研设计院有限公司,重庆400067 [2]西南交通大学土木工程学院,成都610031
摘    要:结合某高速公路全线的4座连续刚构桥的箱梁裂缝病害情况,对预应力混凝土连续刚构桥的常见病害进行了分析,并重点分析了箱梁的顶板裂缝病害成因,对原设计进行了反思,探讨了结构设计中应当注意的构造尺寸、配筋等细节问题,并给出了相应的优化建议。

关 键 词:连续刚构  顶板纵向裂缝  成因分析  设计反思

Causes Analysis and Design Rethink for Longitudinal Crack of Box Roof of Continuous Rigid Frame Bridge
Li Qi,Liu Qingchun.Causes Analysis and Design Rethink for Longitudinal Crack of Box Roof of Continuous Rigid Frame Bridge[J].Transportation Science & Technology,2012(3):38-40.
Authors:Li Qi  Liu Qingchun
Institution:1. China Merchants Chongqing Communications Research & Design Institute Co. ,Ltd. ,Chongqing 400067,China; 2. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China)
Abstract:Combined with the crack defect of box girder of 4 continuous rigid frame bridges in express- way, the common disease of pre-stressed concrete continuous rigid frame was introduced and ana- lyzed. The reason of the crack defect of top-slab of box girder was analyzed, and the reflection wasmade on initial design some problems. Were explored in design, such as structure size and reinforce- ment etc. At last the optimization suggestion was summarized.
Keywords:continuous rigid frame  longitudinal crack of box roof  analysis of causes  rethink of de-sign
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