Cut Yusnar, Syukur Hidayat
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引用次数: 0

摘要

在混凝土混合料中掺入火山灰等成分可以提高混凝土的抗压强度值。本研究旨在确定用甘蔗渣灰(甘蔗甘蔗渣)替代10%硅酸盐水泥重量时的微观结构影响。扫描电镜(SEM / EDX)分析表明,甘蔗渣灰分中硅元素占53%,另外还有碳(C)和氢(H)等元素。混凝土砂浆的C- s -H不确定粘结模式在龄期早期表现为III型粘结模式,龄期达到28 d后表现为I型和III型粘结模式。孔隙率随混凝土砂浆龄期的增加而降低。随着孔隙率的降低,将增加混凝土砂浆的密度和抗压强度。该孔隙率水平低于未添加甘蔗渣灰的混凝土砂浆。关键词:微结构,二氧化硅,混凝土砂浆,抗压强度,孔隙率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
INVESTIGASI KEKUATAN BETON SILINDER GEOPOLIMER ABU AMPAS TEBU
The addition of elements such as pozzolan ingredients to concrete mixtures has been proven can increase the value of concrete compressive strength. This study aims to determine the microstructural effect on the replacement of 10% of Portland cement weight with bagasse ash (sugarcane bagasse). Scanning Electromicroscopphy Microscopphy (SEM / EDX) shows the dominant percentage of bagasse ash is Silica element 53% in addition to other elements such as Carbon (C) and Hydrogen (H). The C-S-H unsure bond pattern on concrete mortar shows a Type III bonding pattern at early ages and bonding patterns I and III on mortars that have reached the age of 28 days. Porosity level decreases with increasing age of concrete mortar. With the reduced porosity will increase the density and increase the compressive strength of concrete mortar. This porosity level is lower than that of concrete mortar without the addition of bagasse ash.Key words: Microstructure, silica, concrete mortar, compressive strength, porosity.
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