Infl uence of the Marble and Granite Benefi cation of Residue (MGBR) as Filler on the Properties of Concrete

J.L.M.P. Lopes, E. Bacarji, E. P. Figueiredo, J. Rego
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引用次数: 1

Abstract

This paper describes how Brazil generates around 190,000 tons of mud from the residue of processing marble and granite (MGBR) annually. This has been the cause of a serious environmental problem because of a lack of destination for this residue. The objective of this paper is the evaluation of the technique viability of the use of the MGBR, generated for three marble shops, of Goiania city, state of Goias, in Brazil, as partial substitution for portland cement in the production of concretes. Characterizations have been made to determine the physical, chemical, mineralogical, and the pozzolanic reactivity of the residue. Reference concrete mixtures and concrete mixtures with 5%, 10% and 20% substitution of the MGBR of the cement were produced (w/cm) used were between 0.50 and 0.65. The properties of the concretes were determined, including workability, compressive strength, the modulus of elasticity, and absorption by immersion. The results show that the compressive strength of the concrete with the MGBR diminishes with contents of substitution at 10% and 20%. However, with 5% of substitution of the residue, the results of the analysis show that it did not have significant variations in any of the analyzed properties, indicating the viability technique of the substitution of this percentage of residue.
大理石和花岗岩渣(MGBR)对混凝土性能的影响
本文描述了巴西如何从大理石和花岗岩(MGBR)加工残留物中每年产生约19万吨泥浆。这已经造成了严重的环境问题,因为这些残留物缺乏目的地。本文的目的是评估使用MGBR的技术可行性,该技术是为巴西戈亚斯州戈尼亚市的三家大理石商店生产的,作为混凝土生产中波特兰水泥的部分替代品。进行了表征,以确定残渣的物理、化学、矿物学和火山灰反应性。所生产的参考混凝土配合比和水泥MGBR替代率分别为5%、10%和20%的混凝土配合比(w/cm)在0.50 ~ 0.65之间。测定了混凝土的性能,包括和易性、抗压强度、弹性模量和浸没吸收。结果表明:掺加MGBR的混凝土抗压强度随着取代量的10%和20%而降低;然而,当替代5%的残留物时,分析结果表明,它对所分析的任何性质都没有显著的变化,表明替代这一比例的残留物技术是可行的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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