纳米二氧化硅在水泥复合材料中的影响机理及潜在应用

IF 1 Q4 ENGINEERING, CIVIL Civil Engineering Infrastructures Journal-CEIJ Pub Date : 2017-12-01 DOI:10.7508/CEIJ.2017.02.010
S. Madani, Mohammad Kooshafar
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引用次数: 11

摘要

纳米二氧化硅被称为超级火山灰材料,与硅粉相比,这些材料具有更高的二氧化硅纯度和更细的颗粒。然而,与硅灰相比,纳米二氧化硅是通过各种方法生产的,导致其初始形态的形态和团聚状态不同。另一方面,由于钙离子在颗粒间的桥接作用、高离子浓度下的双层压缩以及二氧化硅表面的脱水等多种机制,纳米二氧化硅颗粒在水泥混合物的孔隙溶液环境中发生失稳。因此,这些材料的性能不同于硅灰。本研究结合近年来的研究成果,对纳米二氧化硅对水泥复合材料力学、耐久性和微观结构特性的影响进行了全面的研究。本研究探讨了影响水泥基材料中纳米二氧化硅性能的机理。基于这些机制,提出并讨论了几种应用。其中一些应用包括自密实混凝土中的粘度改性剂,增强水泥复合材料的内聚性,增加修补砂浆和喷射混凝土对基材表面的粘附能力,加速水泥水化,开发低碱水泥和快速早强水泥。
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Influential Mechanisms and Potential Applications of Nano-Silicas in Cement Composites
Nanosilicas have been known as super-pozzolanic materials and compared to silica fume, these materials have higher purity of silica and finer particles. However, in contrast to silica fume, nanosilicas are produced by various methods, leading to different morphologies and agglomeration statuses in their initial form. On the other hand, due to several mechanisms such as the bridging effect of calcium ions between particles, double layer compression at a high ionic concentration, and dehydration of silica surfaces, nanosilica particles are destabilized in the pore solution environment of cement mixtures. Thus, the behavior of these materials is different from that of silica fume. In this research, considering the recent studies, a comprehensive investigation has been carried out on the influence of nanosilicas on the mechanical, durability and microstructural characteristics of cement composites. This study investigates the mechanisms that influence the performance of nanosilica in cement-based materials. Based on these mechanisms, several applications have been suggested and discussed. Some of these applications include viscosity-modifying agent in self-compacting concrete, enhancing the cohesion of cement composites, increasing the adhesion capacity of repair mortars and shotcrete to the substrate surface, accelerating the cement hydration, developing low-alkali cements and fast early-strength cements.
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来源期刊
CiteScore
1.30
自引率
60.00%
发文量
0
审稿时长
47 weeks
期刊最新文献
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