碱和减缩外加剂对硬化水泥浆水化和孔隙结构的影响

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Hafsa Rahoui , Ippei Maruyama , Matthieu Vandamme , Jean-Michel Pereira , Martin Mosquet
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引用次数: 0

摘要

研究了含有不同量的碱和己二醇(一种减缩外加剂(SRA))的硬化水泥浆的水化和孔隙结构。在三个月之前,无论碱含量多少,SRA 都会延缓水泥浆的水化;最多七天之后,这种延缓作用会随着时间的推移而减弱。所有水泥浆在早期龄期时,碱都会增加其水化程度。孔隙结构会随着 SRA 的添加而变粗:在添加 SRA 的情况下,入口尺寸为 5 纳米的孔隙的比表面积和体积都会减小。在碱性条件下,SRA 对孔隙结构的影响程度降低。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Impact of alkalis and shrinkage-reducing admixtures on hydration and pore structure of hardened cement pastes

The hydration and pore structure of hardened cement pastes containing various amounts of alkali and hexylene glycol -a shrinkage-reducing admixture (SRA)- are studied. Until three months, SRA retards cement paste hydration regardless of alkali content; after seven days at most, this retardation diminishes with time. Alkalis increase the hydration degree at early ages for all pastes. The pore structure coarsens with the SRA: both the specific surface area and the volume of pores with a 5 nm entry size decrease in the presence of the SRA. The magnitude by which the SRA impacts the pore structure reduces with alkali.

In alkali media, the C-S-H gel uptakes alkalis and aluminum; modifying the C-S-H structure, the gel pore volume, and the interlayer space. The SRA depletes the alkalis from the solution and may increase the C-S-H alkali uptake, which could lead to changes in the gel pore volume and specific surface area.

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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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