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Comparative study of the characteristics of nano silica - , silica fume - and fly ash - incorporated cement mortars

机译:纳米二氧化硅,硅粉和粉煤灰掺合水泥砂浆性能的比较研究。

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The structural characteristics of cement mortars, impregnated with nano silica (NS), silica fume (SF) and fly ash (FA), were comparatively studied using Fourier transform infrared spectrometer (FTIR), thermogravimeter-differential thermogravimeter (TG-DTG) and scanning electron microscope (SEM). The mechanical strengths of the specimens were determined at early (7th day) and standard (28th day) curing ages. The compressive strengths and flexural strengths developed in the mortar specimens containing NS particles were found considerably higher than those of the corresponding specimens of SF and FA over and above the control at both ages. FTIR, TG-DTG and SEM analyses results were consistent with the remarkable increase in the mechanical strength of the mortars with NS. These increases in the strengths of the mortars with NS are attributable to the nano sized particles and extensive surface area of NS. The nano sized particles, as nucleating agents, promoted the hydration of C3S and C2S and the formation of C - S - H phase. Plenty of active sites on the surface of NS particles induced their pozzolanic reactivity and the extent of bond formation between NS particles and free CH.
机译:使用傅里叶变换红外光谱仪(FTIR),热重分析仪-差示热重分析仪(TG-DTG)和扫描仪对掺有纳米二氧化硅(NS),硅粉(SF)和粉煤灰(FA)的水泥砂浆的结构特性进行了比较研究。电子显微镜(SEM)。在早期(第7天)和标准(第28天)固化年龄下确定样品的机械强度。发现在两个年龄段,含有NS颗粒的砂浆样品中产生的抗压强度和抗弯强度均明显高于相应的SF和FA样品。 FTIR,TG-DTG和SEM分析结果与NS砂浆的机械强度显着提高是一致的。具有NS的砂浆的强度的这些增加归因于纳米级的颗粒和NS的广泛的表面积。纳米颗粒作为成核剂促进了C3S和C2S的水合作用以及C-S-H相的形成。 NS颗粒表面上的大量活性位点诱导了它们的火山灰反应性以及NS颗粒与游离CH之间的键形成程度。

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