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Compressive Strength and Abrasion Resistance Properties of Silica Fume-Polymer Resin Modified Concrete

机译:硅粉-聚合物树脂改性混凝土的抗压强度和耐磨性

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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.
机译:当前的研究旨在探索具有硅粉的聚合物树脂改性混凝土的抗压强度和耐磨性。在实验程序中,设计的混凝土混合物的水灰比固定值固定为0.4,集料体积为62%,砂的百分比为集料40%,聚丙烯纤维的含量为0.2%混凝土。实验变量包括硅粉量在粉末体积的0%,5%和10%之间变化,纯丙烯酸聚合物树脂的量在粉末重量的0%,5%和10%之间变化。实验结果表明,随着聚合物含量的增加,混凝土的抗压强度降低了22.4%〜34.2%。在干燥和潮湿环境中,由磨料侵蚀引起的聚合物改性混凝土的重量减少分别减少了6.78%〜21%和14.68%〜25.82%。

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