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加宽改建中新旧桥混凝土收缩徐变差异影响分析
引用本文:王晓丽.加宽改建中新旧桥混凝土收缩徐变差异影响分析[J].交通标准化,2013(21):75-76.
作者姓名:王晓丽
作者单位:河北省交通规划设计院,河北石家庄050011
摘    要:在超静定结构中混凝土的收缩徐变是影响桥梁拓宽改建的难点,通过力学计算对拓宽后新旧桥梁混凝土收缩和徐变进行差异影响分析,结果表明:从设计角度讲,尽量延长新旧桥的拼接时间对桥梁的受力是有利的。

关 键 词:道路工程  桥梁加宽改建  收缩  徐变

Creep Difference of Concrete Shrinkage Between Old and New Bridge in Widening Construction
WANG Xiao-li.Creep Difference of Concrete Shrinkage Between Old and New Bridge in Widening Construction[J].Communications Standardization,2013(21):75-76.
Authors:WANG Xiao-li
Institution:WANG Xiao-li (Hebei Research Institute of Communications Suvey and Design, Shijiazhuang 050000, China)
Abstract:The shrinkage and creep of concrete in byperstatic structure is the difficuity of bridge widening. This paper analyzes creep difference of concrete shrinkage in old and new bridge widening construction through mechanical calculations. The results show that it is beneficial to try to extend the old and new bridges stitching time from the design point.
Keywords:road engineering  bridges widening  shrinkage  creep
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