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Granulometric effect of silica nanoparticles on hydration kinetics and microstructure of cement based materials
European Journal of Environmental and Civil Engineering ( IF 2.2 ) Pub Date : 2022-06-09 , DOI: 10.1080/19648189.2022.2080768
U. Sharma 1 , A. Solanki 1 , L.P Singh 1
Affiliation  

Abstract

Effect of particle size of two types of silica nanoparticles (SNPs) on hydration kinetics of tricalcium silicate (C3S) and Portland cement was investigated. Two different types of SNPs were used in the present study, first one is the synthesized by sol-gel method (SNPs-sg) having particle size 30–70 nm, while the second one is the synthesized by Flame Spray Pyrolysis method (SNPs-fsp) having particle size <10 nm. The dosages of SNPs used in this study varied from 1–10% and water/binder ratio used for the hydration was 0.4. Rietveld analysis of XRD results show that at 4 h of hydration, the unhydrated content in control samples at 4 h hydration was ∼88% and in presence 1% SNPs-sg, it was ∼75%, however, in presence of SNPs-fsp, the content of unhydrated C3S was ∼60%. Further, FTIR results reveal that in case of control samples at 1 h of hydration, the characteristic peaks of C3S at 850 cm−1 and 940 cm−1 are present, while, with 1% SNPs-sg addition, reduction in the intensity C3S peaks were observed showing acceleration in dissolution rate and a broader peak is observed at ∼1110 cm−1 with 1% SNPs-fsp samples indicating the starting of polymerization in silicate chain of C-S-H gel.



中文翻译:

二氧化硅纳米颗粒对水泥基材料水化动力学和微观结构的粒度影响

摘要

研究了两种类型的二氧化硅纳米粒子 (SNP) 的粒径对硅酸三钙 (C 3 S) 和硅酸盐水泥的水化动力学的影响。本研究使用了两种不同类型的 SNP,第一种是通过溶胶-凝胶法合成的 (SNPs-sg),粒径为 30–70 nm,而第二种是通过火焰喷雾热解法合成的 (SNPs- fsp) 粒径 <10 nm。本研究中使用的 SNP 剂量在 1-10% 之间变化,用于水合的水/粘合剂比率为 0.4。Rietveld 分析 XRD 结果表明,在水合 4 小时时,对照样品中水合 4 小时的未水合含量为~88%,在存在 1% SNPs-sg 的情况下,为~75%,然而,在存在 SNPs-fsp 的情况下, 未水合 C 3的含量S 约为 60%。此外,FTIR 结果表明,在水合 1 小时的对照样品中,存在850 cm -1和 940 cm -1处的 C 3 S特征峰,而添加 1% SNPs-sg 后,C 3 S 的特征峰减少观察到强度 C 3 S 峰显示溶解速率加速,并且在 ~1110 cm -1 处观察到更宽的峰,其中 1% SNPs-fsp 样品表明 CSH 凝胶的硅酸盐链开始聚合。

更新日期:2022-06-09
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