养护制度对混合膏体组成和微观结构的影响:对后期水化机制的洞察

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Liming Huang, Luping Tang, Zhijun Dong, Birhan Alkadir Abdulahi, Zhenghong Yang
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引用次数: 0

摘要

了解复合粘结剂的水化作用对水泥工业脱碳至关重要。研究了粉煤灰和矿渣经不同时间养护后的膏体的微观结构和组成。结果表明,温度升高会使密封试样的毛细孔体积和内相对湿度略有降低。水养护1周后,粉煤灰和矿渣的水化作用明显增强,在表面区域形成后期产物,Mc和Hc稳定。这增加了凝胶和毛细管孔隙体积。水固化膏体中的C-A-S-H比密封固化膏体的平均链长更长,吸碱量极低。模拟结果表明,一旦达到自干燥的热力学限制,密封膏体中的成核就会停止。即使有足够的水,后期水化仍然受到动力学限制,因为在未水化表面附近的成核和生长速度缓慢,扩散可能是控制速率的因素之一。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of curing regimes on composition and microstructure of blended pastes: Insight into later-age hydration mechanism
Understanding the hydration of composite binders is essential for decarbonizing the cement industry. This study investigated the microstructure and composition of pastes with either fly ash or slag after different long-term curing. Results show that the elevated temperature slightly reduces the capillary pore volume and internal RH of sealed samples. Water curing largely enhances hydration of fly ash and slag after the first week, forming later-age products in surface zone with stabilized Mc and Hc. This increases both gel and capillary pore volumes. C-A-S-H in water-cured pastes has a longer mean chain length and extremely lower alkali uptake than that in sealed curing. Modelling results indicate that nucleation ceases in sealed pastes once thermodynamic limitations are reached due to self-desiccation. Even with adequate water, late-stage hydration remains kinetically constrained due to the slow nucleation and growth rate near the unhydrated surface, with diffusion likely being one of rate-controlling factors.
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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