Penggunaan Limbah Nikel Sebagai Material Subtitusi Agregat Kasar Pada Beton K.250

Muhammad Muhsar, Abdul Kadir, Sulaiman Sulaiman
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引用次数: 1

Abstract

The purpose of this study was to Analyze the characteristics of theaggregates used in concrete mixtures and analyze how muchincrease in compressive strength of concrete with a variation ofnickel slag substitution 0%, 5%, 15%, 25% compared with normalconcrete. The characteristics of the material examined are watercontent, sludge content, specific gravity and absorption, volumeweight, abrasion with los angeles machines, and filter analysis.While the large increase in compressive strength of concrete can betested at the age of 7 days, 14 days, 28 days and 35 days. From the results of the analysis of the characteristics of nickel slagwaste in concrete mixes meet the test standards in concretemixtures, with a moisture content of 0.86%, sludge content of 0.44%,specific gravity of 2.94 gr / cm3, volume weight of 1.76 gr / cm3,abrasion 36.07%. And a large increase in compressive strength ofconcrete with a variation of nickel slag substitution of 0%, 5%, 15%,25% compared to normal concrete is increasing. The highestpercentage increase in concrete compressive strength is found inconcrete compressive strength between a variation of 15% with avariation of 25% at 14 days concrete age, with a percentage increasein value of 13.13%.
使用镍废料作为一个粗糙的替代材料在混凝土K。250
本研究的目的是分析混凝土混合料中使用的骨料的特性,并分析与普通混凝土相比,镍渣替代量为0%、5%、15%、25%时,混凝土的抗压强度增加了多少。检查材料的特性是含水量,污泥含量,比重和吸收率,体积重量,洛杉矶机器的磨损和过滤器分析。而混凝土抗压强度在龄期7天、14天、28天、35天表现出较大的增长。从特性分析结果看,镍矿渣在混凝土混合料中符合试验标准,含水率为0.86%,污泥含量为0.44%,比重为2.94 gr / cm3,体积重为1.76 gr / cm3,耐磨性为36.07%。当镍渣替代量为0%、5%、15%、25%时,混凝土抗压强度较普通混凝土有较大的提高。混凝土抗压强度增长百分比最高的是混凝土抗压强度,在混凝土龄期14天内,混凝土抗压强度变化幅度在15%到25%之间,其百分比增长值为13.13%。
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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