Evaluation of physical mechanical properties in concrete pavers made with construction and demolition waste

Jhonatan Alexander Becerra-Duitama; Jhonattan Andrés  Echeverría-Avella; Paula Andrea  Galvis-Echeverría

doi:10.33571/rpolitec.v18n36a1

Autores/as

Jhonatan Alexander Becerra-Duitama Docente https://orcid.org/0000-0002-9190-7796
Jhonattan Andrés Echeverría-Avella Juan de Castellanos University https://orcid.org/0000-0001-9115-0191
Paula Andrea Galvis-Echeverría Juan de Castellanos University https://orcid.org/0000-0002-2531-6672

DOI:

https://doi.org/10.33571/rpolitec.v18n36a1

Palabras clave:

Agregado grueso reciclado; adoquín; residuos de construcción y demolición; resistencia a la flexión; absorción de agua

Resumen

En este estudio se fabricaron adoquines de concreto sustituyendo el agregado grueso natural por agregado grueso reciclado. Los porcentajes de sustitución fueron del 15%, 30% y 45%. Las principales características estudiadas en los agregados gruesos fueron la granulometría, la densidad aparente y la densidad específica. Por otro lado, las principales características estudiadas en los adoquines fueron la absorción de agua, la densidad y la resistencia a la flexión. Se observó que la densidad de los adoquines disminuyó al aumentar el porcentaje de sustitución del agregado grueso reciclado debido a la alta porosidad presente en los agregados reciclados. A su vez, se encontró que los adoquines con una sustitución del 15% fueron los únicos que alcanzaron la resistencia a la flexión indicada en la norma. Se concluyó que los adoquines fabricados pueden ser utilizados en zonas de alta pluviosidad o con altos niveles freáticos, así como en parqueaderos o aceras.

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Biografía del autor/a

Jhonatan Alexander Becerra-Duitama, Docente

Master in mechatronics engineering, professor

Jhonattan Andrés Echeverría-Avella , Juan de Castellanos University

Civil engineer

Paula Andrea Galvis-Echeverría, Juan de Castellanos University

Civil engineer

Citas

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