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作 者:周远方 陈新 ZHOU Yuan-fang;CHEN Xin(Hubei Key Laboratory of Advanced Materials and Reinforcement Technology Research for Marine Environment Structures,CCCC Wuhan Harbor Engineering Design and Research Co.,Ltd.,Wuhan 430040,China)
机构地区:[1]中交武汉港湾工程设计研究院有限公司,海工结构新材料及维护加固技术湖北省重点实验室,湖北武汉430040
出 处:《水运工程》2018年第2期69-73,共5页Port & Waterway Engineering
摘 要:针对传统高桩墩式码头加固方案的施工困难等问题,提出了在墩台前新建柔性结构承担新荷载的码头加固方案。并从安全性、适用性、经济性、施工便利性等方面探讨墩台前设置柔性靠船桩簇方案的优缺点和适应性。This paper has discussed difficult construction and other issues in the reinforcement scheme for traditional high-piled pier wharf,and puts forward a new scheme in which a flexible structure is constructed in front of the pier to bear additional loads.The advantages and disadvantages and adaptability of this new scheme with flexible clustered fender piles in front the pier have been analyzed from aspects of safety,applicability,economy and construction convenience.
分 类 号:U656[交通运输工程—港口、海岸及近海工程]
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