将玻璃废料作为生产水泥制品的替代骨料或粘合剂

R. M. Schneider, Adriana Garcia do Amaral, Marcos Ferreira de Souza
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引用次数: 0

摘要

本文旨在概述利用玻璃生产民用建筑制品的现状。现有文献特别关注玻璃废料,其中大量研究表明,将玻璃融入民用建筑领域的产品在技术上是可行的,这一点在本材料的开发过程中已有讨论。本研究进行了全面的文献综述,报告了玻璃使用后产业链的最新进展,主要强调了再利用和融入土木建筑人工制品,同时讨论了这一过程的优缺点。所查阅的文献来自 Scielo、Science Direct、Periódicos Capes 等数据库。利用玻璃废料生产土木建筑制品前景广阔,因为它可以替代部分细骨料和粗骨料。因此,玻璃的加入有助于各方面的发展,特别是在解决环境问题方面。影响物理和化学特性的主要观察因素包括玻璃的粒度分布、玻璃的使用量以及混合物的含水量。不同粒径的玻璃废料的利用情况表明,随着粒径的减小,玻璃废料的水合活性也会增加,由此产生的产品的物理性质受粒径的影响更大,而不是受混凝土或砂浆中废料用量的影响。
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Glass waste as an alternative aggregate or binder in the production of cement artifacts
This article aims to provide an overview of the current state of utilizing glass in the production of artifacts for civil construction. Specifically focusing on glass waste, existing literature presents numerous studies indicating the technical feasibility of incorporating glass into products used in the civil construction field, as discussed in the development of this material. This study conducted a comprehensive literature review to report the latest advancements in the post-use glass chain, primarily emphasizing reuse and integration into civil construction artifacts while discussing the advantages and disadvantages of this process. The reviewed works were sourced from databases such as Scielo, Science Direct, Periódicos Capes, etc. The utilization of glass waste in the production of civil construction artifacts holds great promise, as it allows for the substitution of a portion of both fine and coarse aggregates. Therefore, the incorporation of glass contributes to various aspects, particularly in addressing environmental concerns. The main observed factors that influence the physical and chemical characteristics include the particle size distribution of the glass, the quantity of glass used, and the moisture content of the mixture. The utilization of glass waste in different particle sizes demonstrates an increase in pozzolanic activity as the particle size decreases, with the physical properties of the resulting products being more significantly affected by particle size rather than the quantity of waste used in concrete or mortar.
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