Ca/Si-dependent size of silica nanoparticles derived from C-S-H at high water to solid ratio

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Binmeng Chen, Xu Fang, Yuyang Zhao, Zongjin Li
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Abstract

In recycling and reusing construction waste, carbonation of recycled concrete fine (RCF) has been successfully applied to produce value-added products, such as silica nanoparticles, via the breaking of calcium silicate hydrate (C-S-H) structure and condensation of silicate chains. However, the intricacies of carbonation of RCF with varying calcium to silicon (C/S) ratios and their implications on the size of generated silica nanoparticles remain unknown. In this work, we developed an optimized carbonation method at high water to solid ratio to fabricate silica nanoparticles from C-S-H with different C/S ratios. The particle size of silica nanoparticles was found to gradually decrease with the increased C/S ratio of C-S-H. Since as C/S ratio increased, silicate in Q3 state shifted to Q1 state and the silicate chain became shorter, shifting from long-range, disordered to short-range, ordered. As the disordered self-seeding growth of long silicate chains derived from C-S-H continued, the Si-O-Si network of silica nanoparticles became chaotic, leaving more unreacted Si-OH on its surface. On the contrary, the short silicate chains displayed higher possibility of condensation, making nanoparticles with a smaller diameter.
在高水固比条件下,由 C-S-H 制备的二氧化硅纳米颗粒的尺寸取决于 Ca/Si-
在回收和再利用建筑垃圾的过程中,通过破坏硅酸钙水合物(C-S-H)结构和硅酸盐链的凝结,已成功地将再生混凝土细料(RCF)碳化用于生产纳米二氧化硅颗粒等高附加值产品。然而,不同钙硅比(C/S)的 RCF 碳化过程的复杂性及其对生成的纳米二氧化硅颗粒尺寸的影响仍然未知。在这项工作中,我们开发了一种优化的高水固比碳化方法,利用不同钙硅比的 C-S-H 制备纳米二氧化硅颗粒。研究发现,随着 C-S-H 的 C/S 比的增加,二氧化硅纳米粒子的粒径逐渐减小。因为随着 C/S 比的增加,Q3 状态的硅酸盐转变为 Q1 状态,硅酸盐链变短,从长程无序转变为短程有序。随着由 C-S-H 衍生的长硅酸盐链的无序自播种生长的继续,二氧化硅纳米粒子的 Si-O-Si 网络变得混乱,在其表面留下了更多未反应的 Si-OH。相反,短硅酸盐链显示出更高的凝结可能性,从而制造出直径更小的纳米粒子。
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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