水泥浆的水蒸气吸收随温度和碳化作用的变化

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Zhen Wang, Kefei Li
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引用次数: 0

摘要

本文试图阐明温度和碳化对硬化水泥浆体水蒸气吸附等温线(WVSI)的影响,并将实验室测量结果应用于实际环境。添加不同的胶凝材料,形成了不同的孔隙结构特征:在w/b为0.4时,添加30%的粉煤灰,形成了更多的毛细孔和受限大孔,而添加50%的矿渣则细化了墨瓶颈。甲烷的碳化作用减少了中孔,增加了大孔,控制空化孔的堵塞只有在碳-硫-氢基本碳化的情况下才会发生。升高的温度会调动部分层间水,并在空化前的高相对湿度范围内将其去除,减轻孔隙堵塞,改变与空化相关的下降,但对物理吸附的影响较小。特别地,用实验结果和分子动力学模拟量化了空化的热依赖性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Water vapor sorption of cement pastes altered by temperature and carbonation
This paper endeavors to clarify the impact of temperature and carbonation on the water vapor sorption isotherms (WVSI) of hardened cement pastes, in view of applying the laboratory measurements to real environments. Incorporating different supplementary cementitious materials creates distinct pore structure features: adding 30% fly ash at w/b of 0.4 generates more capillary pores and confined macropores, while 50% slag incorporation refines the ink-bottle necks. Carbonation of CH decreases mesopores but increases macropores, and the clogging of cavitation-controlling pores only occurs as C-S-H is substantially carbonated. Elevated temperatures will mobilize part of the interlayer water and remove it in high RH range before cavitation, mitigate pore blocking, shift cavitation-related drop, but have minor impact on the physisorption. Particularly, the thermal dependence of cavitation is quantified with experimental results and molecular dynamics simulations.
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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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