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作 者:杨帅 应宗权[1,2,3] 李嘉民 王翔 YANG Shuai;YING Zongquan;LI Jiamin;WANG Xiang(CCCC Fourth Harbor Engineering Institute Co.,Ltd.,Guangzhou 510230,China;Key Laboratory of Hydraulic Structure Durability Technology for Transportation Industry,Guangzhou 510230,China;Southern Marine Science and Engineering Guangdong Laboratory(Zhuhai),Zhuhai 519082,China)
机构地区:[1]中交四航工程研究院有限公司,广东广州510230 [2]水工构造物耐久性技术交通运输行业重点实验室,广东广州510230 [3]南方海洋科学与工程广东省实验室(珠海),广东珠海519082
出 处:《水运工程》2023年第4期39-42,115,共5页Port & Waterway Engineering
摘 要:混凝土的强度是直接影响结构承载力的重要参数,其经时变化规律是建立结构抗力变化模型的基础。针对海洋环境下混凝土结构受环境和荷载共同作用,随服役时间推移而出现的劣化损伤问题,本文共收集110例中国南方沿海服役1~35 a港口码头的检测案例,以混凝土实测数据为基础,采用相关分析和回归分析对海工混凝土强度随时间变化规律开展研究,明确了回弹法和钻芯法检测混凝土强度的相关性,获得了混凝土强度经时变化的计算模型,为海工混凝土结构安全性评估提供重要参考依据。The strength of concrete is an important parameter that directly affects the bearing capacity of structure,and its warp time-varying law is the basis of building the model of structural resistance variation.For concrete structure under the marine environment by environment and load combination,along with the service time,and the degradation of injury problems.This paper has collected 110 cases of 1-35 years serving in the southern Chinese coastal ports test cases,based on the experimental data of concrete,using correlation analysis and regression analysis of marine engineering concrete strength time-varying law.The correlation between the rebound method and the drilling core method is clarified,and the calculation model of the time-varying concrete strength is obtained,which provides an important reference for the safety evaluation of marine engineering concrete structures.
分 类 号:U65[交通运输工程—港口、海岸及近海工程]
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