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浅析混凝土的冻融破坏机理

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混凝土耐久性决定了建筑结构的安全性与稳定性,并在长期服役过程中起到重要作用,影响其使用寿命.耐久性与混凝土所处的环境密切相关,寒冷地区正负温交变引起的混凝土冻融破坏是导致混凝土耐久性不足的重要原因之一.介绍了混凝土冻融耐久性的两种典型破坏形式,即内部冻胀开裂和表面盐冻剥蚀,包括冻融破坏的特征、常用表征手段以及劣化机理.同时针对非引气混凝土和引气混凝土,普通混凝土和高性能混凝土的冻融破坏机理进行了比较和分析,并针对性介绍了高性能混凝土的冻融破坏特性.
Mechanism of freeze-thaw damage in concrete
The durability of concrete determines the safety and stability of its service,and plays an important role in the long-term service process,which affects its service life.The durability of concrete is closely related to the environment.Freeze-thaw damage of concrete caused by alternating positive and negative temperatures in cold regions is one of the important reasons for concrete durability insufficiency.Two typical deterioration forms of concrete freeze-thaw durability(internal bulk cracking and surface salt frost scaling)are introduced,including the characteristics of freeze-thaw damage,commonly used characterization methods and damage mechanisms.At the same time,the freeze-thaw damage mechanism of non-air-entrained concrete and air-entrained concrete,ordinary concrete and high performance concrete are compared and analyzed,especially the freeze-thaw damage characteristics of high performance concrete.

concretefreeze-thawinternal bulk crackingsurface salt frost scalingdamage mechanism

任旭、刘志超、WILL Hansen

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武汉理工大学硅酸盐建筑材料国家重点实验室,湖北武汉 430070

密歇根大学土木与环境工程学院,安娜堡48109,美国

混凝土 冻融 冻胀开裂 盐冻剥蚀 破坏机理

国家重点研发计划

2020YFC1909902-5

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(6)