摘要
钢筋混凝土桥面连续伸缩缝出现早期损坏,是设计、施工等诸多因素综合的结果,本文就连续伸缩缝早期损坏原因进行分析,提出预防措施.
Premature damage of the continuous control joints on the deck of reinforced concrete bridge is caused by multiple factors in the engineering and construction of the bridge. The causes of premature damage of the continuous joints are analyzed and preventive measures are proposed.
出处
《宁波大学学报（理工版）》
CAS
2005年第2期261-263,共3页
Journal of Ningbo University：Natural Science and Engineering Edition
关键词
连续伸缩缝
损坏原因
预防措施
continuous control joint
cause of damage
preventive measure
