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硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (5): 1672-1687.

所属专题: 资源综合利用

• 资源综合利用 • 上一篇    下一篇

硅酸盐水泥-富铝材料复合体系Cl-结合能力的研究进展

张熠爽1, 周健1,2, 李辉1, 徐名凤1   

  1. 1.河北工业大学土木与交通学院,天津 300401;
    2.河北工业大学亚利桑那工业学院,天津 300401
  • 收稿日期:2023-01-06 修订日期:2023-02-19 出版日期:2023-05-15 发布日期:2023-06-01
  • 通信作者: 李 辉,博士,副教授。E-mail:hla_zyj@hebut.edu.cn
  • 作者简介:张熠爽(1997—),女,硕士研究生。主要从事水泥基材料的研究。E-mail:zhangyishuang777@163.com
  • 基金资助:
    河北省自然科学基金(E2021202037)

Research Progress on Cl- Binding Capacity of Portland Cement and Aluminium-Rich Material Composite Systems

ZHANG Yishuang1, ZHOU Jian1,2, LI Hui1, XU Mingfeng1   

  1. 1. School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China;
    2. Arizona College of Technology, Hebei University of Technology, Tianjin 300401, China
  • Received:2023-01-06 Revised:2023-02-19 Online:2023-05-15 Published:2023-06-01

摘要: 氯离子(Cl-)引起的锈蚀是影响钢筋混凝土使用寿命的主要问题。硅酸盐水泥-富铝材料(粉煤灰、矿渣等)复合体系可以有效结合Cl-,提高钢筋混凝土抵抗Cl-侵蚀的能力,成为当前的研究热点。然而,现有研究对硅酸盐水泥-富铝材料复合体系Cl-结合能力的横向对比较为缺乏。本文首先介绍了Cl-在水泥体系中的结合机理,重点总结了不同硅酸盐水泥-富铝材料复合体系的Cl-结合能力,并以Al2O3含量作为主要变量横向对比了现有研究中复合体系的Cl-结合能力。同时,阐述并分析了影响复合体系Cl-结合能力的多方面因素。最后,为后续研究提供了更为准确地衡量与对比多种硅酸盐水泥-富铝材料复合体系Cl-结合能力的参考方案,同时为设计新型高性能硅酸盐水泥-富铝材料复合体系提供理论基础。

关键词: 富铝材料, Cl-结合能力, 硅酸盐水泥, 粉煤灰, 矿渣, 偏高岭土, 硫铝酸盐水泥, 铝酸盐水泥

Abstract: Chloride (Cl-) corrosion is the main problem affecting the service life of reinforced concrete. Because Portland cement and aluminium-rich material (fly ash, slag, etc.) composite systems effectively bind Cl- and improve the corrosion resistance of reinforced concrete, they have attracted considerable research attention. However, the horizontal comparison of Cl- binding capacity of different Portland cement and aluminium-rich material composite systems in existing research is insufficient. First, the process of physical adsorption and chemical binding of chloride in the cement-based system was introduced. Then, Cl- binding capacity of Portland cement and aluminium-rich material composite systems was summarised, and the Cl- binding capacity of composite systems in previous publications was compared with Al2O3 content as the main variable. In addition, various factors affecting the Cl- binding capacity of composite systems were described and analysed. Finally, a more accurate scheme for measuring and comparing the Cl- binding capacity of various Portland cement and aluminium-rich material composite systems for subsequent research was provided, and a theoretical basis for the design of novel high-performance Portland cement and aluminium-rich material composite systems was provided.

Key words: aluminium-rich material, Cl- binding capacity, Portland cement, fly ash, slag, metakaolin, calcium sulfoaluminate cement, aluminate cement

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