硬化水泥浆在前三个干燥-熟化周期中的吸湿行为、微观结构变化和宏观变形

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Jianhao Yin , Chaoyang Zhang , Xiangming Kong , Xiaowei Hou , Jiaxin Liao , Jian Liu , Wenyu Li
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引用次数: 0

摘要

利用低场 1H 核磁共振弛豫测量法研究了硬化水泥浆(hcps)在前三个干燥-饱和(D-R)循环中的水分吸附和宏观变形情况。在 hcps 中检测到四种类型的水(层间水、凝胶水、水化间水和毛细管水)。原则上,在干燥过程中,随着相对湿度(RH)的降低,它们会从较大孔隙向较小孔隙依次排出,从而导致晶体收缩。从 100 % 相对湿度到 69 % 相对湿度的干燥过程中,凝胶和层间含水量意外增加,收缩也更大,这被认为是 C-S-H 结构重新排列的结果。由于 C-S-H 结构的重新排列,在 D-R 循环期间检测到了不可逆收缩。每个循环中的干燥和不可逆收缩随着 D-R 数的增加而减小。对于 hcps 而言,较低的水灰比和较高的固化温度有利于减少干燥和不可逆收缩。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Moisture sorption behaviour, microstructural changes and macroscopic deformation of hardened cement pastes during the first three drying–resaturation cycles

Moisture sorption and macroscopic deformation of hardened cement pastes (hcps) were studied in the first three drying–resaturation (D–R) cycles using low–field 1H nuclear magnetic resonance relaxometry. Four types of water (interlayer, gel, interhydrate and capillary) were detected in the hcps. In principle, they were sequentially removed from larger to smaller pores during drying with decreasing relative humidity (RH), resulting in shrinkage of the hcps. Unexpected increases in gel and interlayer water contents as well as greater shrinkage during drying from 100 % to 69 % RH were observed, which is believed to originate from the re–arrangement of C–S–H structure. Because of the C–S–H re–arrangement, irreversible shrinkage was detected during D–R cycles. The drying and irreversible shrinkage in each cycle diminished with the D–R number. A lower water–to–cement ratio and higher curing temperature for hcps are beneficial for reducing drying and irreversible shrinkage.

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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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