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材料导报  2026, Vol. 40 Issue (15): 26010007-13    https://doi.org/10.11896/cldb.26010007
  无机非金属及其复合材料 |
碱激发混凝土耐久性研究现状及发展方向
张逸超1, 谢昕洋1, 孙丽1, 房延凤2,*, 吴凤元1
1 沈阳建筑大学土木工程学院,沈阳 110168
2 沈阳建筑大学材料科学与工程学院,沈阳 110168
Research Status and Development Directions of Durability of Alkali-activated Concrete
ZHANG Yichao1, XIE Xinyang1, SUN Li1, FANG Yanfeng2,*, WU Fengyuan1
1 School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China
2 School of Materials Science and Engineering, Shenyang Jianzhu University, Shenyang 110168, China
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摘要 碱激发混凝土是实现固废资源化与建材低碳化的关键材料,其耐久性是决定工程应用的核心。本文系统综述了前驱体、碱激发剂、外掺材料及再生骨料等因素对碱激发混凝土抗冻融、抗盐蚀、抗碳化性能的影响机理。结果表明:高钙体系水化硅铝酸钙凝胶赋予早强与致密结构,低钙体系水化硅铝酸钠凝胶提供优异的化学稳定性,二者复合可产生协同效应;激发剂需与前驱体精准匹配;适量纤维和外加剂能显著提升耐久性;碱激发再生混凝土的界面过渡区调控是实现高性能化的关键。当前核心瓶颈在于多因素耦合作用下的耐久性衰减机制尚不清晰,微观结构动态演变与宏观性能退化的定量关联缺失,再生骨料-碱激发材料“界面双重脆弱性”劣化机理有待阐明。未来需聚焦多因素耦合试验与寿命预测模型,借助原位表征技术揭示微观-宏观关联,实现严酷环境下碱激发混凝土耐久性的精准设计与调控。
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张逸超
谢昕洋
孙丽
房延凤
吴凤元
关键词:  碱激发混凝土  碱激发胶凝材料  耐久性  再生骨料  微观结构    
Abstract: Alkali-activated concrete is a key material for solid waste resource utilization and low-carbon development in the construction industry, with its durability being central to its engineering application. This paper systematically reviews the influence mechanisms of precursors, alkali activators, admixtures, and recycled aggregates on the freeze-thaw resistance, salt attack resistance, and carbonation resistance of alkali-activated concrete. The results indicate that the C-A-S-H gel in high-calcium systems provides early strength and a dense structure, while the N-A-S-H gel in low-calcium systems offers excellent chemical stability, with their combination yielding synergistic effects. Activators must be precisely matched with the precursor characteristics. Appropriate amounts of fibers and admixtures can significantly enhance durability. The regulation of the interfacial transition zone is key to achieving high performance in alkali-activated recycled concrete. Current research bottlenecks include an unclear understanding of durability degradation mechanisms under multi-factor coupling, a lack of quantitative correlation between microstructural evolution and macroscopic performance degradation, and the need to elucidate the "dual vulnerability" deterioration mechanism at the recycled aggregate-alkali-activated material interface. Future research should focus on developing multi-factor coupled test methods and life prediction models, and utilizing in-situ characterization techniques to reveal the micro-macro correlation, ultimately enabling the precise design and control of the durability of alkali-activated concrete in harsh environments.
Key words:  alkali-activated concrete    alkali-activated cementitious material    durability    recycled aggregate    microstructure
出版日期:  2026-08-10      发布日期:  2026-08-31
ZTFLH:  TU528  
基金资助: 辽宁省高等学校基本科研项目(LJ212410153024);国家自然科学基金(52378252)
通讯作者:  * 房延凤,博士,沈阳建筑大学材料科学与工程学院教授、硕士研究生导师。主要从事固体废弃物资源化利用等方面的研究工作。fangyf@sjzu.edu.cn   
作者简介:  张逸超,博士,沈阳建筑大学土木工程学院副教授、硕士研究生导师。主要从事低碳胶凝材料及混凝土等方面的研究。
引用本文:    
张逸超, 谢昕洋, 孙丽, 房延凤, 吴凤元. 碱激发混凝土耐久性研究现状及发展方向[J]. 材料导报, 2026, 40(15): 26010007-13.
链接本文:  
https://www.mater-rep.com/CN/10.11896/cldb.26010007  或          https://www.mater-rep.com/CN/Y2026/V40/I15/26010007
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