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首页> 外文期刊>Advances in Applied Ceramics >Effect of nanosilica and microsilica on microstructure and hardened properties of cement pastes and mortars
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Effect of nanosilica and microsilica on microstructure and hardened properties of cement pastes and mortars

机译:纳米二氧化硅和微二氧化硅对水泥浆和砂浆微观结构和硬化性能的影响

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摘要

This paper reports the effects of nanosilica (nS), microsilica (silica fume, SF) and their simultaneous use (nS + SF) on "both" the microstructure of cement pastes and the mechanical properties of mortars. After water curing at 21 °C for 7, 28 and 90 days, samples with water/binder w/b ratio of 0 centre dot 35 were characterised by thermogravimetric analysis, X-ray diffraction, scanning electron microscopy and compressive strength test. Single or mixed mineral additions did not generate "any" distinct hydration phases compared to the reference material without additives. A decrease in the calcium hydroxide contents in later curing ages indicated a pozzolanic effect of nS and SF. The chemical action promoted by nS together with the physical effect due to the small particle size distribution given by SF result in higher compressive strength and better hardened properties, suggesting the synergistic action of nS+SF compared with single additions.
机译:本文报道了纳米二氧化硅(nS),微二氧化硅(硅粉,SF)及其同时使用(nS + SF)对水泥浆的微观结构和砂浆力学性能的影响。在21°C下水固化7、28和90天后,通过热重分析,X射线衍射,扫描电子显微镜和抗压强度测试对水/粘合剂的w / b比为0的中心点35进行表征。与不含添加剂的参考材料相比,添加单一或混合矿物质不会产生“任何”明显的水化相。在随后的固化年龄中氢氧化钙含量的降低表明nS和SF的火山灰作用。 nS促进的化学作用以及由于SF赋予的小粒径分布而产生的物理效应导致更高的抗压强度和更好的硬化性能,这表明nS + SF与单添加相比具有协同作用。

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