摘要
通过对连续刚构常见病害的分析,总结出裂缝出现的原因,分析收缩徐变、温度效应对桥梁结构的影响,制定了防止连续刚构桥病害发生的措施,从而为以后类似桥梁的设计和施工提供了有益的指导。
This thesis summarizes the reasons that caused cracks by analysing the usual diseases of continuous rigid frame bridge, it also analyses the effects caused by shrinkage-creep and temperature to prevent the diseases, formulate some measures to prevent continuous rigid frame bridge diseases, so it may be a useful reference to the similar design and construction for bridges.
出处
《山西建筑》
2011年第26期179-180,共2页
Shanxi Architecture
关键词
连续刚构
裂缝
收缩徐变
温度效应
continuous rigid frame bridge, crack, shrinkage-creep, temperature effect