硅灰-聚合物树脂改性混凝土的抗压强度和耐磨性

Hoang-Anh Nguyen, Jiajun Wun, Ta-Peng Chang
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引用次数: 0

摘要

本研究旨在探讨硅粉改性聚合物树脂混凝土的抗压强度和耐磨性。在试验方案中,混凝土配合比设计为水胶比0.4、骨料体积62%、砂石体积40%、聚丙烯纤维体积0.2%。实验变量包括硅粉用量为粉末体积的0%、5%和10%,纯丙烯酸树脂用量为粉末重量的0%、5%和10%。试验研究结果表明,随着聚合物掺量的增加,混凝土抗压强度降低22.4% ~ 34.2%。在干燥和潮湿环境下,磨损侵蚀引起的聚合物改性混凝土的减重分别减少了6.78% ~ 21%和14.68% ~ 25.82%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Compressive Strength and Abrasion Resistance Properties of Silica Fume-Polymer Resin Modified Concrete
The current study aims at exploring the compressive strength and abrasion resistance capability for the polymer resin modified concrete with silica fume. During the experimental program, the concrete mixtures were designed with the fixed values of water-to-binder ratio at 0.4, volume of aggregate at 62%, percentage of sand at 40% volume of aggregate, and amount of polypropylene fiber at 0.2 % volume of concrete. Experimental variables included the silica fume amount varied at 0 %, 5% and 10% of powder volume, and the amount of pure acrylic polymer resin varied at 0%, 5% and 10% weight of powder. The experimental results of study shows that the compressive strength of concrete decreased by 22.4 %∼34.2 % with the increase of the polymer content. The weight reduction of the polymer modified concrete induced by abrasion attack reduced 6.78%∼21 % and 14.68%∼25.82% in dry and wet environments, respectively.
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