Abstract

The paper presents an analysis of the possibility of using glass waste from worn out lighting materials as an aggregate for a polymer concrete. Glass waste was obtained from the company utilizing glass lighting elements, which was then subjected to crushing. The aggregate obtained was subjected to the tests of basic features, which were compared with aggregates that are traditionally applied to concretes. The next stage of the research program was the production of a polymer concrete that contained glass aggregate. Several types of mixtures were prepared in which glass waste was combined in various proportions with traditional sand–gravel aggregate. As a part of the research, the basic physical and mechanical characteristics of polymer concretes were determined. The microstructure of composites was also analyzed using a scanning electron microscope. The results of the research have shown that the aggregate obtained from glass waste can be successfully used for the production of a polymer concrete. The most beneficial physico-mechanical properties were obtained for a composite in which glass waste was used as a 50% substitute for traditional aggregate.

Highlights

  • With the invention of electric current and the general electrification of the planet, the lighting industry developed

  • A comparison of the aggregate features obtained from glass waste shows that it has both more and less beneficial properties compared with traditional aggregate

  • The article explored the possibility of using glass waste as an aggregate for the production of

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Summary

Introduction

With the invention of electric current and the general electrification of the planet, the lighting industry developed. To produce perfectly transparent lighting glass, the waste must not contain any impurities before it can be remelted Processes such as collection, segregation, and transport increase the cost of recycling [3]. Glass fibers that are produced specially for this purpose improve the strength parameters of composites, and make them less sensitive to atmospheric factors such as moisture, insolation, or frost Such activity requires glass melting, and cannot be carried out locally. Other studies [21,22,23] have shown that cement-based materials containing glass aggregates are subjected to the alkali silica reaction, which is not beneficial in the aspect of durability of the material This problem does not apply to concretes containing only a polymer matrix as a binder. The composites obtained underwent basic physical and mechanical tests; the microstructure of the concrete was analyzed

Polymer Matrix
Traditional and Glass Waste Aggregate
Aggregates
Mixtures
Testing the Properties of the Polymer Concretes
Evaluation of the Properties of the Recycled Glass Aggregate
Physical Characteristics of Polymer Concrete with RGA
A Type of Polymer Concrete
Itcontents was noted
Cubic Compressive
Relationship Between Compressive and Tensile Strength
Analysis of the Local Microstructure
Aesthetic
Conclusions
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