Modification of Cement Composites with Hydrothermal Nano-
Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 12
Abstract
The modification of cement concretes with various silica-containing additives is an urgent task that can significantly improve their physical and mechanical properties, as well as operational characteristics. In this paper, sols and nanopowders based on a hydrothermal solution were obtained by a technological method using ultrafiltration membrane concentration. The physicochemical characteristics of silica nanoadditives were measured by dynamic light scattering, the BET (Brunauer–Emmett–Teller) method of low-temperature nitrogen adsorption, scanning and tunneling electron microscopy, and small-angle X-ray scattering and thermogravimetry. Sol and nanopowder with particles in diameter, a specific surface area of , and a density of reactive silanol groups of Si-OH were used as modifiers of the solutions. The level of increment in compressive strength turned out to be lower for all dosages of than after modification with the sol. At low dosages (0.01%–0.25%), the increment in compressive , flexural strength, and density rose with an increase in the dosage much more rapidly than at high dosages (0.5%–3.0%). The relations , , and can be approximated by the same type of equations like , where coefficients and depends on the age of the solid samples. The level of () for the nanopowder was lower than for sol, especially at the lower dosages of 0.01%–0.5% by weight. The ratio changed in a relatively small range of values from 0.14 to 0.18 for sol and 0.16–0.23 for nanopowders. A modification with the hydrothermal sol and nanopowder at dosages of 0.25%–0.50% and higher allows one to bring the grade of cement material to a level of low abrasion. The possibility of modifying concrete products with large dimensions by dosing liquid hydrothermal sol and increasing the product’s durability by 3–6 times in a uniform manner is shown.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
The authors are grateful for the kind sharing of publications from L. P. Singh (CSIR Central Building Research Institute, Deli, India) and P. Zhang (Zhengzhou University, Zhengzhou, China).
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Received: Dec 17, 2020
Accepted: Mar 31, 2021
Published online: Sep 20, 2021
Published in print: Dec 1, 2021
Discussion open until: Feb 20, 2022
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