DESIGN OF LIGHTWEIGHT CONCRETE WITH RECYCLED RUBBER AND ITS INFLUENCE ON THE PHYSICAL-MECHANICAL PROPERTIES IN MULTIFAMILY HOUSING (#993)

Authors

Támara Rodríguez, Joaquín Samuel

Chavarría Reyes, Liliana Janet

Reyes Roque, Reynaldo Melquiades

Barreto Palma, John Frayluis

De La Cruz Dueñas, Gustavo Gregorio

Deza Sanz, Alexander René

Durand Carrasco, Aldhair Anthony

Abstract

The present study focused on the development of a lightweight concrete modified with the incorporation of recycled rubber (RC), with the purpose of improving its physical and mechanical properties for its application in multifamily buildings. The problem addressed arises from the need for a material that combines low density, good workability and resistance suitable for use in multi-family housing, while promoting sustainability through the reuse of rubber waste. In this context, the general objective was to design a lightweight concrete that improves these properties, guaranteeing a balance between structural efficiency and environmental benefits.. lightweight concrete and the impact that the incorporation of recycled materials has on its physical and mechanical properties, in order to evaluate its viability in sustainable structural applications. The study used the deductive scientific method, applied orientation, quantitative approach, descriptive, explanatory, correlational and descriptive level. Experimental, longitudinal, prospective design and cohort study (cause – effect), where the proportions of CR in the concrete were varied. The results obtained indicate that the incorporation of CR improves the workability of the mixture, but reduces the unit weight by up to 35.99% and increases the settlement by 75.00% when 20% of CR is added. In addition, a decrease in the compressive strength of 12.93% and in the tensile strength of 26.67% is observed. The optimal dosage was determined at 5% CR, as it allows a balance to be achieved between better workability and a minimal reduction in strength, with a decrease of 5.6% compared to the control sample.