Publication:
Desempeño mecánico y durable de concretos que incorporan agregado reciclado fino comercial

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Burgos Galindo, Diana Marcela
Guzmán Aponte, Alvaro
Torres Castellanos, Nancy
Abstract (Spanish)
En este artículo se presentan los resultados de un estudio de viabilidad técnica de uso de agregado reciclado fino comercial (ARF) proveniente de concretos de las actividades de construcción y demolición (RC&D), en la fabricación de concreto de mediana resistencia. Con el fin de evaluar el desempeño mecánico y durable de los concretos, se estudiaron diferentes propiedades como la densidad, absorción, sorptividad, resistencia mecánica, tracción indirecta y permeabilidad al ion cloruro, de concretos con incorporación de 20% y 40% de ARF (ARF20% y ARF40%, respectivamente) en reemplazo del agregado fino natural. Los resultados se compararon con un concreto de referencia incorporando agregado fino natural (ARF0%). Se encontró que la incorporación de ARF hasta un 40% en los concretos, no causa un detrimento marcado en la consistencia del concreto en estado fresco. En términos generales, a pesar de que las propiedades físicas, mecánicas y de durabilidad de los concretos en estado endurecido disminuyen con el incremento en la incorporación de ARF en reemplazo del agregado fino natural; los valores de las propiedades alcanzadas por los concretos ARF20% y ARF40%, fueron comprables a aquellas alcanzadas por el concreto de referencia ARF0%, y aptas para la construcción de concretos de mediana resistencia.
Abstract (English)
This paper presents the results of a technical feasibility study about the use of fine commercial recycled aggregate (ARF) from the construction and demolition wastes (RC&D), in the manufacture of concrete of medium strength. In order to evaluate the mechanical and durable performance of the concretes, different properties such as density, absorption, sorptivity, mechanical strength, indirect traction and chloride ion permeability were studied in a series of concretes incorporating 20% and 40% of the ARF (ARF20% and ARF40%, respectively) replacing the natural fine aggregate (AFN). The results were compared with a standard concrete incorporating natural fine aggregate (ARF0%). It was found that using up to 40% of ARF in the concrete there is no cause adverse effects on fresh concrete consistency. Although the physical, mechanical and durability properties of concretes in hardened state decrease with the increase in the incorporation of ARF in replacement of the natural fine aggregate; the values of the properties achieved by the concretes ARF20% and ARF40% were affordable to those achieved by the standard concrete ARF0%, and suitable for the manufacture of medium strength concretes.
Extent
13 páginas
URI: https://repositorio.escuelaing.edu.co/handle/001/2407
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AM - Grupo de Investigación en Estructuras y Materiales
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