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.
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。
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