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用于波特兰水泥混凝土中的破碎铜渣作为细集料。

Blasted copper slag as fine aggregate in Portland cement concrete.

作者信息

Dos Anjos M A G, Sales A T C, Andrade N

机构信息

Department of Civil Engineering, Federal University of Sergipe, CEP 49100-000, São Cristóvão, Sergipe, Brazil.

Department of Civil Engineering, Federal University of Sergipe, CEP 49100-000, São Cristóvão, Sergipe, Brazil.

出版信息

J Environ Manage. 2017 Jul 1;196:607-613. doi: 10.1016/j.jenvman.2017.03.032. Epub 2017 Mar 27.

Abstract

The present work focuses on assessing the viability of applying blasted copper slag, produced during abrasive blasting, as fine aggregate for Portland cement concrete manufacturing, resulting in an alternative and safe disposal method. Leaching assays showed no toxicity for this material. Concrete mixtures were produced, with high aggregate replacement ratios, varying from 0% to 100%. Axial compressive strength, diametrical compressive strength, elastic modulus, physical indexes and durability were evaluated. Assays showed a significant improvement in workability, with the increase in substitution of fine aggregate. With 80% of replacement, the concrete presented lower levels of water absorption capacity. Axial compressive strength and diametrical compressive strength decreased, with the increase of residue replacement content. The greatest reductions of compressive strength were found when the replacement was over 40%. For tensile strength by diametrical compression, the greatest reduction occurred for the concrete with 80% of replacement. After the accelerated aging, results of mechanic properties showed a small reduction of the concrete with blasted copper slag performance, when compared with the reference mixture. Results indicated that the blasted copper slag is a technically viable material for application as fine aggregate for concrete mixtures.

摘要

本研究聚焦于评估喷砂过程中产生的废弃铜渣作为波特兰水泥混凝土细集料的可行性,从而形成一种替代且安全的处置方法。浸出试验表明该材料无毒。制备了集料替代率从0%到100%不等的高替代率混凝土混合物。对轴向抗压强度、径向抗压强度、弹性模量、物理指标和耐久性进行了评估。试验表明,随着细集料替代量的增加,工作性有显著改善。当替代率为80%时,混凝土的吸水能力较低。随着废渣替代量的增加,轴向抗压强度和径向抗压强度降低。当替代量超过40%时,抗压强度降幅最大。对于径向压缩抗拉强度,替代率为80%的混凝土降幅最大。加速老化后,与参考混合物相比,含废弃铜渣混凝土的力学性能略有下降。结果表明,废弃铜渣作为混凝土混合物的细集料在技术上是可行的材料。

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