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Abrasion resistance and strength properties of concrete containing waste foundry sand (WFS)

机译:含废铸造砂(WFS)的混凝土的耐磨性和强度性能

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摘要

The abrasion resistance and strength properties of concrete containing waste foundry sand (WFS) were investigated. Sand (fine aggregate) was replaced with 0%, 5%, 10%, 15% and 20% of WFS by mass. The water-to-cement ratio and the workability of mixtures were maintained constant at 0.40 and 85 ± 5 mm, respectively. Properties examined were compressive strength, splitting tensile strength, modulus of elasticity and abrasion resistance expressed as depth of wear. Test results indicated that replacement of sand with WFS enhanced the 28-day compressive strength by 8.3-17%, splitting tensile strength by 3.6-10.4% and modulus of elasticity by 1.7-6.4% depending upon the WFS content, and showed continuous improvement in mechanical properties up to the ages of 365 days. Inclusion of WFS as sand replacement significantly improved the abrasion resistance of concrete at all ages. Strong correlation exists between the abrasion resistance and each of the mechanical properties investigated.
机译:研究了含废铸造砂(WFS)的混凝土的耐磨性和强度性能。砂(细骨料)以质量百分比为0%,5%,10%,15%和20%的WFS代替。混合物的水灰比和可加工性分别保持恒定,分别为0.40和85±5 mm。检查的性能是抗压强度,劈裂抗拉强度,弹性模量和耐磨性,表示为磨损深度。测试结果表明,根据WFS的含量,用WFS代替沙子可使28天的抗压强度提高8.3-17%,抗拉强度提高3.6-10.4%,弹性模量提高1.7-6.4%,并显示出持续改善长达365天的机械性能。在所有年龄段中,加入WFS作为补沙剂均可显着提高混凝土的耐磨性。耐磨性与所研究的每种机械性能之间都存在很强的相关性。

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