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Experimental investigation of mechanical properties of crumbed rubber concrete containing natural zeolite

机译:天然沸石碎橡胶混凝土力学性能试验研究

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Global technology development and increased use of automobiles as major transportation means have resulted in growing waste rubbers. One of the effective ways of tire recycling is using these wastes as substances in construction materials, for example, concrete, to modify some of their mechanical properties. The main aim of this work is to improve mechanical properties of crumbed rubber concrete (CRC) by adding natural zeolite as partial replacement of cement. Furthermore, to improve cement-rubber bond, the surface treatment of the rubber particles was done with a 1 M aqueous solution of NaOH. Therefore, a total of 25 mix designs was built up. Crumbed rubber with the size of 1-6 mm and weight ratios of 5, 10 and 15% were partially replaced the coarse aggregates with a maximum size of 9 mm. To reduce the consumption of cement and improve concrete properties, 5,10 and 15 wt% zeolite were also added as partial replacement of cement to the concrete mixtures containing crumb rubber. Compressive strength, Brazilian tensile strength, flexural strength, specific weight and modulus of elasticity of the samples were examined. According to the results obtained, for all the percentages of added rubber, the mechanical properties decreased compared to ordinary mixed concrete. Only the performance of concrete containing 5% crumb rubber regarding flexural strength was improved in comparison with the other replacement percentages. However, the addition of zeolite caused improvements in all percentages added whereas the best performance were achieved in compressive strength and flexural strength related to samples containing 5% rubber, 15% zeolite, and 5% rubber, 10% zeolite, respectively. (C) 2019 Elsevier Ltd. All rights reserved.
机译:全球技术的发展和越来越多的使用汽车作为主要的交通手段,导致废旧橡胶的增长。轮胎回收的有效方法之一是将这些废物用作建筑材料(例如混凝土)中的物质,以改变其某些机械性能。这项工作的主要目的是通过添加天然沸石作为水泥的部分替代品来改善碎橡胶混凝土(CRC)的机械性能。此外,为了改善水泥-橡胶的粘合性,橡胶颗粒的表面处理是用1 M的NaOH水溶液进行的。因此,总共建立了25种混合设计。尺寸为1-6毫米,重量比为5、10和15%的碎橡胶被部分替换为最大尺寸为9毫米的粗骨料。为了减少水泥的消耗并改善混凝土性能,还向含有碎胶的混凝土混合物中添加了5,10和15 wt%的沸石作为水泥的部分替代品。检查样品的抗压强度,巴西拉伸强度,挠曲强度,比重和弹性模量。根据获得的结果,与普通混合混凝土相比,对于所有百分比的橡胶,其机械性能均下降。与其他替代百分比相比,仅含5%碎橡胶的混凝土的抗弯强度性能有所改善。然而,沸石的添加导致所有添加百分比的改善,而与分别包含5%橡胶,15%沸石和5%橡胶,10%沸石的样品有关的抗压强度和抗弯强度获得了最佳性能。 (C)2019 Elsevier Ltd.保留所有权利。

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