Performance of cementitious mortars containing hydrogel–nanoclay hybrid nanocomposite

IF 2.3 4区 材料科学 Q2 MATERIALS SCIENCE, CERAMICS Journal of Sol-Gel Science and Technology Pub Date : 2024-05-29 DOI:10.1007/s10971-024-06394-w
Adhemar Watanuki Filho, Marcia Regina de Moura, Fauze Ahmad Aouada
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Abstract

Cement-based composites comprise a binder matrix with or without aggregates. Hydration of cement is an exothermic reaction that releases considerable quantities of heat, causes drying shrinkage. Hydrogels can help mitigate such cracking as their hydrophilic characteristics and 3D crosslinked structure enables them to absorb and directly release water into the cement matrix over time. This study aims to synthesize and analyze the effect of adding hybrid nanocomposite hydrogels with different concentrations (0, 10, and 20% w/v) of Cloisite-Na+ nanoclay in their fresh and hardened cement mortar states. The hydrogels were synthesized via free radical polymerization, and four cementitious mortar samples (M, M0, M10, and M20). The results demonstrated that the density of all the mortars in the fresh state was ~2.16 ± 0.01 g.cm−3, but a decreasing trend was observed that could attributed to the increase of air incorporation into the mortar. At 28 days, the results indicated that the hydrogel with 20% Cloisite-Na+ was the most efficient, causing a reduction of ~4.4% in water absorption by the mortar. For all, three curing conditions considered, all mortars demonstrated considerable shrinkage over time. However, the controlled curing indicated that M20 mortars demonstrated 31% less shrinkage compared to the control sample. The scientific relevance of incorporating hydrogels into cement mortars lies in their ability to effectively address critical issues related to shrinkage-induced cracking and deterioration. Moreover, the use of hydrogels aligns with sustainable construction practices by reducing the need for additional water and minimizing the environmental impact associated with cement materials production.

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含有水凝胶-纳米粘土混合纳米复合材料的水泥基砂浆的性能
水泥基复合材料由带有或不带集料的粘结基体组成。水泥水化是一种放热反应,会释放大量热量,导致干燥收缩。水凝胶具有亲水性和三维交联结构,可吸收水分并随着时间的推移直接释放到水泥基质中,因此有助于缓解这种开裂现象。本研究旨在合成和分析添加不同浓度(0、10 和 20% w/v)Cloisite-Na+纳米粘土的混合纳米复合水凝胶在新鲜和硬化水泥砂浆状态下的效果。这些水凝胶是通过自由基聚合反应合成的,共有四种水泥砂浆样品(M、M0、M10 和 M20)。结果表明,所有砂浆在新鲜状态下的密度均为 ~2.16 ± 0.01 g.cm-3,但呈下降趋势,这可能是由于砂浆中空气掺入量增加所致。28 天后的结果表明,含 20% Cloisite-Na+ 的水凝胶最有效,可使砂浆的吸水率降低约 4.4%。在考虑的所有三种固化条件下,所有灰泥都会随着时间的推移而产生相当大的收缩。不过,受控固化表明,与对照样本相比,M20 砂浆的收缩率降低了 31%。在水泥砂浆中加入水凝胶的科学意义在于它们能够有效解决与收缩引起的开裂和老化相关的关键问题。此外,水凝胶的使用还能减少对额外水的需求,最大限度地减少水泥材料生产对环境的影响,因此符合可持续建筑实践。
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来源期刊
Journal of Sol-Gel Science and Technology
Journal of Sol-Gel Science and Technology 工程技术-材料科学:硅酸盐
CiteScore
4.70
自引率
4.00%
发文量
280
审稿时长
2.1 months
期刊介绍: The primary objective of the Journal of Sol-Gel Science and Technology (JSST), the official journal of the International Sol-Gel Society, is to provide an international forum for the dissemination of scientific, technological, and general knowledge about materials processed by chemical nanotechnologies known as the "sol-gel" process. The materials of interest include gels, gel-derived glasses, ceramics in form of nano- and micro-powders, bulk, fibres, thin films and coatings as well as more recent materials such as hybrid organic-inorganic materials and composites. Such materials exhibit a wide range of optical, electronic, magnetic, chemical, environmental, and biomedical properties and functionalities. Methods for producing sol-gel-derived materials and the industrial uses of these materials are also of great interest.
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