工业废物对自密实混凝土的影响综述

Tengku Alif, Rafli Mosyani, Lisa Oksri Nelfia, Agung Sumarno
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摘要

自密实混凝土(SCC)是混凝土技术的一项创新,可用于具有致密和复杂钢筋框架的建筑构件。自密实混凝土的特点是高流动性和无需振捣器即可自密实。超塑化剂是用于生产 SCC 的成分之一。使用超塑化剂的目的是减少用水量,加快凝结时间,改善混凝土的工作性,并使混凝土具有抗渗性。随着时代的进步,工业废物不断增加,这凸显了回收利用工业废物的重要性。本研究旨在探讨工业废物作为细集料的替代材料对 SCC 工作性和抗压强度的影响。本研究是通过查阅书籍、论文集以及国际和国内期刊等各种来源的文献后得出的结果。文献研究的结果涉及使用回收玻璃、花岗岩废料、镍渣和铜渣等工业废料替代细集料。所使用的每种工业废料的特性都会对 SCC 的工作性和抗压强度产生影响。这表明,随着混凝土成分中工业废料比例(0% 至 60%)的增加,流动性(坍落度)也会得到改善。抗压强度测试结果表明,混凝土成分中工业废物的最佳添加比例为 20% 至 40%"。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
REVIEW OF THE EFFECT OF INDUSTRIAL WASTE ON SELF COMPACTING CONCRETE
Self-Compacting Concrete (SCC) is an innovation in concrete technology used in building elements with dense and complex reinforcement frameworks. SCC is characterized by its high fluidity and the ability to self-compact without the use of vibrators. Superplasticizer is one of the components applied in the production of SCC. The use of superplasticizer aims to reduce water consumption, accelerate the setting time, improve concrete workability, and also make the concrete impermeable. As time progresses, industrial waste continues to increase, highlighting the importance of recycling industrial waste. The purpose of this research is to investigate the influence of industrial waste as a substitute material for fine aggregates on the workability and compressive strength of SCC. This study is the result of a literature review obtained by examining various sources including books, proceedings, as well as international and national journals. The results of this literature study involve the use of industrial waste materials such as recycled glass, granite waste, nickel slag, and copper slag as substitutes for fine aggregates. The results of the workability and compressive strength of SCC are influenced by the characteristics of each industrial waste used. This indicates an improvement in the flowability (slump flow) with an increasing percentage of industrial waste, ranging from 0% to 60%, in the concrete composition. Compressive strength test results indicate that the optimal percentage of industrial waste addition in the concrete composition lies between 20% and 40%."
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