不同活化剂对碱活性矿渣粘结剂在富co2水中耐腐蚀性能的影响

IF 13.1 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Cong Yang , Jianhui Liu , Hengrui Jia , Shichong Zhang , Shuqing Zhang , Leping Liu , Mingxing Li , Lurun Wu , Zheng Chen , Chaofan Yi , Caijun Shi
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引用次数: 0

摘要

为解决碱活化渣(AAS)胶凝材料暴露于富二氧化碳岩溶地下水中结构耐久性的关键挑战,研制了一种新型三元复合活化剂(Na2SO4-Na2O·1.5SiO2-NaOH),并通过综合分析腐蚀动力学(质量变化、机械降解、碳化前沿进展)和长腐蚀时间多尺度微观结构演变来评价其有效性。结果表明:富co2水体下的AAS过程经历了三个不同的阶段:(1)Na+和OH-的浸出;(2) C-A-S-H凝胶层间Ca2+的浸出和CaCO3的生成;(3) C-A-S-H凝胶层内Ca2+的浸出和CaCO3的溶解。三元复合活化剂通过三重作用协同提高耐久性。首先,Na2O·1.5SiO2通过释放(SiO4)4-促进致密C-A-S-H凝胶的形成。NaOH可以稳定孔隙溶液pH值,抑制酸化。此外,Na2SO4可以细化孔隙结构,同时生成稳定的水滑石和硫酸钙相。与单一活化剂相比,最佳Na2SO4含量(Na2O·1.5SiO2基AAS为20% ~ 40%,naoh基AAS为30% ~ 50%)可使质量损失降低25% ~ 35%,强度损失降低20% ~ 30%。本研究为设计低碳胶结材料提供了一种新的策略,该材料具有优异的抗侵蚀岩溶地下水的能力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effects of different activators on corrosion resistance of alkali-activated slag binder in CO2-rich water
To address critical challenge of structural durability of alkali-activated slag (AAS) cementitious materials exposed to CO2-rich karst groundwater, a novel ternary composite activator (Na2SO4-Na2O·1.5SiO2-NaOH) was developed and its effectiveness was evaluated through comprehensive analysis of corrosion kinetics (mass variation, mechanical degradation, carbonation front progression) and multiscale microstructural evolution during prolonged corrosion ages. Results showed that the AAS under CO2-rich water progresses through three distinct stages: (1) Leaching of Na+ and OH;(2) Interlayer Ca2+ leaching from C-A-S-H gels and formation of CaCO3; (3) Intralayer Ca2+ leaching from C-A-S-H gels and dissolution of CaCO3. The ternary composite activator synergistically enhances durability by triple action. At first, Na2O·1.5SiO2 promotes the formation of dense C-A-S-H gels through the release of (SiO4)4-. And NaOH can stabilizes pore solution pH to inhibit acidification. In addition, Na2SO4 can refine pore structure while generating stable hydrotalcite and calcium sulfate phases. Optimal Na2SO4 content (20 %–40 % in Na2O·1.5SiO2 -based AAS; 30 %–50 % in NaOH-based AAS) reduces mass loss by 25 %–35 % and strength loss by 20 %–30 % compared to single activator. This work provides a novel strategy for designing low-carbon cementitious materials with superior resistance to aggressive karst groundwater.
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来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
期刊介绍: Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.
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