[1]郑元勋,杨培冰,康海贵.冻融环境下混凝土结构耐久性研究综述[J].郑州大学学报(工学版),2016,37(05):27-32.[doi:conctete structuredurabilityoverviewfreeze-thaw]
　Zheng Yuanxun,Yang Peibing,Kang Haigui.The Durability Overview of Concrete Structure under the Freeze-thaw Condition[J].Journal of Zhengzhou University (Engineering Science),2016,37(05):27-32.[doi:conctete structuredurabilityoverviewfreeze-thaw]
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冻融环境下混凝土结构耐久性研究综述()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
37
期数:
2016年05期
页码:
27-32
栏目:
出版日期:
2016-11-25

文章信息/Info

Title:
The Durability Overview of Concrete Structure under the Freeze-thaw Condition
作者:
郑元勋; 杨培冰; 康海贵
1.郑州大学水利与环境学院,河南郑州,450001;2.大连理工大学建设工程学部,辽宁大连,116023
Author(s):
Zheng Yuanxun1; Yang Peibing1; Kang Haigui2
1. School of Water Conservancy and Environment, Zhengzhou University, Zhengzhou, Henan, 450001; 2. Department of Construction Engineering, Dalian University of Technology, Dalian, Liaoning, 116023
关键词:
混凝土结构; 耐久性; 研究综述; 冻融环境破坏机理
Keywords:
DOI:
conctete structuredurabilityoverviewfreeze-thaw
文献标志码:
A
摘要:
对国内外冻融环境下混凝土结构耐久性研究现状及发展趋势进行了系统的总结及归纳,并对该领域未来研究方向进行了展望.基于对国内外文献的研读与分析,首先对冻融环境下混凝土的破坏机理、冻融试验方法和标准进行了归纳与梳理;并分别从理论研究及数值模拟方法上对非预应力混凝土结构、预应力混凝土结构耐久性研究方法进行归纳总结,同时提出增强混凝土抗冻性能的对策措施,最后分析了未来冻融环境下混凝土结构的耐久性研究趋势.研究表明:针对冻融环境作用下混凝土结构耐久性研究已取得一定的研究成果,但基于大尺寸预应力构件开展的冻融环境作用下的耐久性研究尚未见报道,应作为下一步重点研究的方向.
Abstract:
The research status and development trend of the durability of concrete structures under freeze-thaw environment at home and abroad are systematically summarized and summarized, and the future research direction in this field is prospected. Based on the study and analysis of domestic and foreign literature, the freeze-thaw environment The failure mechanism of concrete, freeze-thaw test methods and standards are summarized and sorted out; and the durability research methods of non-prestressed concrete structures and prestressed concrete structures are summarized from the theoretical research and numerical simulation methods, and the enhancement Finally, the research trend of the durability of concrete structures under the freeze-thaw environment is analyzed. The research shows that some research results have been achieved in the study of the durability of concrete structures under the action of freeze-thaw environments, but based on the large-scale prediction The durability research of stress components under the action of freeze-thaw environment has not been reported yet, and it should be taken as the next key research direction.

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