长江水利委员会长江科学院
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吴燕, 张达. 水工混凝土冰拔冻融劣化机理及防护技术研究进展[J]. 水力发电, 2025,51(4):31-38+110.
吴燕, 张达. 水工混凝土冰拔冻融劣化机理及防护技术研究进展[J]. 2025, 51(4): 31-38+110.
由于温差大及水环境富集等特殊自然环境,以及混凝土自身为孔隙结构,服役于高寒高海拔地区水利枢纽工程冰拔冻融劣化严重,常出现骨料脱落、开裂及钢筋裸露等现象,严重影响寒区水工混凝土服役耐久性。因此,以极端低温气候环境下水工混凝土冰拔冻融劣化现状出发,探究其劣化原因、机理并总结近几年应用较为成熟的防护技术,如物理防冰技术对于冰拔劣化防护更为显著;化学涂层材料防护技术能够有效防护冰拔冻融劣化,完全阻断过冷水分子入侵混凝土内部结构。根据严寒区混凝土冰拔冻融劣化实际情况,将物理防冰与化学涂层材料防护技术联合应用,将是未来提高寒区水工混凝土冰拔冻融防护技术应用的主要趋势。
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