硅酸盐水泥氯离子固化机理及影响因素研究进展

doi:10.11896/cldb.23080022

材料导报

2024, Vol. 38

Issue (21): 23080022-11 https://doi.org/10.11896/cldb.23080022

无机非金属及其复合材料

硅酸盐水泥氯离子固化机理及影响因素研究进展

龙武剑^1,2,3, 钟安楠^1,2, 何闯^4,*

1 深圳大学土木与交通工程学院,广东深圳 518060
2 广东省滨海土木工程耐久性重点实验室,广东深圳 518060
3 深圳市低碳建筑材料与技术重点实验室,广东深圳 518060
4 台州学院建筑工程学院,浙江台州 318000

Review of Chloride Binding and Influencing Factors of Portland Cement

LONG Wujian^1,2,3, ZHONG Annan^1,2, HE Chuang^4,*

1 College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, Guangdong, China
2 Guangdong Province Key Laboratory of Durability for Marine Civil Engineering, Shenzhen 518060, Guangdong, China
3 Shenzhen Key Laboratory for Low-carbon Construction Material and Technology, Shenzhen 518060, Guangdong, China
4 School of Civil Engineering and Architecture, Taizhou University, Taizhou 318000, Zhejiang, China

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摘要氯离子侵蚀是滨海或除冰盐环境下钢筋混凝土结构耐久性劣化的首要原因。氯离子固化是提升钢筋混凝土结构抗氯离子侵蚀性能最为经济有效的手段之一。因此,大量文献对硅酸盐水泥(PC)氯离子固化机理、固化性能、影响因素等进行了广泛研究。然而,仍缺乏PC氯离子固化方面的系统性总结论述。因此,本文对PC氯离子固化机理及影响因素的研究进展进行了全面系统综述。首先详细介绍了两类氯离子固化机理;其次分析了氯离子固化性能影响因素;然后定义了氯离子固化贡献度并讨论了不同因素影响下的贡献度变化;最后概述了PC氯离子固化领域面临的主要挑战。本文有助于深化理解PC氯离子固化机理及影响因素,为钢筋混凝土结构寿命预测及耐久性提升提供参考。

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	龙武剑
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	何闯

关键词: 氯离子固化机理固化性能硅酸盐水泥

Abstract: Corrosion of reinforcement induced by chloride corrosion is the primary cause of durability deterioration to reinforced concrete structures in coastal or de-icing salt environments. Chloride binding is one of the most economical and the most effective measures to enhance the anti-chloride-corrosion ability of reinforced concrete structures. Therefore, a large number of references have extensively studied the mechanism, performance, and influence factors of chloride binding in Portland cement (PC). However, It's lack of systematic summary and discussion on chloride binding of PC. Herein, this paper presents a comprehensive and systematic review of the research progress in the mechanism and influence factors of chloride binding of PC. Firstly, two types of chloride binding mechanisms are detailedly introduced. Secondly, the influence factors of chloride binding performance are analyzed. Thirdly, the contribution of chloride binding is defined, and the contribution change under different factors is discussed. Finally, the main challenges in the field of chloride binding of PC are summarized. These contribute to a deeper understanding of the mechanism and influence factors of chloride binding of PC, and provide references for the prediction of service life and the durability improvement of reinforced concrete structures.

Key words: chloride chloride binding mechanism chloride binding capacity Portland cement

出版日期: 2024-11-10 发布日期: 2024-11-11

ZTFLH:

TU528

基金资助: 国家自然科学基金-山东联合基金(U2006223);国家自然科学基金-青年基金 (52208273);广东省重点领域研发计划项目(2019B111107003);深圳市低碳建筑材料与技术重点实验室(ZDSYS20220606100406016)

通讯作者: *何闯,台州学院建筑工程学院副教授、硕士研究生导师。2020年12月博士毕业于大连理工大学工程力学专业,2023年3月博士后出站于深圳大学土木工程专业。目前主要从事腐蚀防护、碳点规模化应用等方面的研究工作,近五年以第一作者或通信作者在Carbon、Green Chem、Cement Concrete Comp.、Constr、Build、Mater等发表论文近20篇。hechuang@szu.edu.cn

作者简介: 龙武剑,深圳大学土木与交通工程学院教授、执行院长,博士研究生导师。2001 年本科毕业于法国国立图卢兹第三大学,2004 年在法国高等师范大学取得硕士学位,2008 年从加拿大舍布鲁克大学博士毕业后在深圳大学工作至今。目前主要从事智能土木工程材料-结构设计及应用一体化研究、纳米改性水泥基复合材料、滨海混凝土材料-结构使用寿命等方面的研究,近五年在Carbon、Green Chem、Cement Concrete Comp、ACI Mater J、Compos Part B-Eng、Automat Constr等国际知名期刊发表第一作者&通信作者学术论文80余篇。

引用本文:

龙武剑, 钟安楠, 何闯. 硅酸盐水泥氯离子固化机理及影响因素研究进展[J]. 材料导报, 2024, 38(21): 23080022-11.
LONG Wujian, ZHONG Annan, HE Chuang. Review of Chloride Binding and Influencing Factors of Portland Cement. Materials Reports, 2024, 38(21): 23080022-11.

链接本文:

http://www.mater-rep.com/CN/10.11896/cldb.23080022 或 http://www.mater-rep.com/CN/Y2024/V38/I21/23080022

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