Factibilidad del remplazo de agregados finos reciclados de demolición en las propiedades físicas de concreto estructural

Autores/as

DOI:

https://doi.org/10.29105/ingenierias23.86-5

Palabras clave:

Residuos de demolición, cloruro, durabilidad, concreto

Resumen

En este trabajo se estudió el reemplazo de agregados reciclados y su efecto en la durabilidad, mediante el ensayo de migración de iones cloruro (NordTest 492) y el desarrollo de resistencia del concreto utilizando remplazos de30%, 50%, 75% y 100% de la fracción fina de los agregados. Los resultados mostraron que es factible el desarrollo de resistencias en concretos con reemplazos de 30% y 100%, del agregado normal por agregado fino reciclado; los porcentajes de reemplazo influyeron en la absorción capilar y en la migración de iones cloruro, modificando el comportamiento ante pruebas de durabilidad.

Descargas

Los datos de descargas todavía no están disponibles.

Métricas

Cargando métricas ...

Citas

Fisher,C.;Werge,M.EUasaRecyclingSociety;ETC/SCPWorkingPaper 2/2009; Available online: http://scp.eionet.europa.eu.int (accessed on 14 August 2009).

TransportationApplicationsofRecycledConcreteAggregate—FHWAState of the Practice National Review 2004; U.S. Department of Transportation Federal Highway Administration: Washington, DC, USA, 2004; pp. 1-47.

INE, Semarnat. Diagnóstico Básico para la Gestión Integral de Residuos. México. 2012.

Castaño,J.O,MisleRodriguez,R.,Lasso,L.A.,GomezCabrera,A.,Ocampo, M.S., Waste management from construction and demolition (RCD) in Bogotá: Prospects and limitations.Tecnura,17 (38) 121-129 2013.

T. Ozbakkaloglu, A. Gholampour, and T. Xie, “Mechanical and Durability Properties of Recycled Aggregate Concrete: Effect of Recycled Aggregate Properties and Content,” J. Mater. Civ. Eng., vol. 30, no. 2, p. 4017275, 2018.

S.Yehia,K.Helal,A.Abusharkh,A.Zaher,andH.Istaitiyeh,“Strengthand Durability Evaluation of Recycled Aggregate Concrete,” Int. J. Concr. Struct. Mater., vol. 9, no. 2, pp. 219–239, 2015.

M. Malešev, V. Radonjanin, and S. Marinković, “Recycled concrete as aggregate for structural concrete production,” Sustainability, vol. 2, no. 5, pp. 1204–1225, 2010.

C. Neno, J. de Brito, and R. Veiga, “Using fine recycled concrete aggregate for mortar production,” Mater. Res., vol. 17, no. 1, pp. 168–177, 2014.

V. W. Y. Tam, C. M. Tam, and Y. Wang, “Optimization on proportion for recycled aggregate in concrete using two-stage mixing approach,” Constr. Build. Mater., vol. 21, no. 10, pp. 1928–1939, 2007.

V. W. Y. Tam, X. F. Gao, and C. M. Tam, “Microstructural analysis of recycled aggregate concrete produced from two-stage mixing approach,” Cem. Concr. Compos., vol. 35, no. 6, pp. 1195–1203, 2005.

Nordic Council of Ministers, Chloride migration coefficient from non steady state migration experiments. 1999, pp. 1–8.

NORDTEST. NT BUILD 492: Concrete, mortar and cement-based repairmaterials: chloride migration coefficient from non-steady-state migrationexperiments. Finland: Nordtest; 1999. p. 1–8.

M. M. Reda Taha, A. S. El-Dieb and N. G. Shrive, Sorptivity: a reliable measurement for surfaceabsorption of masonry brick units, Materials and Structures/Matériaux et Constructions, Vol. 34, August-September 2001, pp 438-445.

ASTM C1585-13, Standard Test Method for Measurement of Rate of Absorption of Water by Hydraulic-Cement Concretes, ASTM International, West Conshohocken, PA, 2013, www.astm.org.

ASTM C496 / C496M-17, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens, ASTM International, West Conshohocken, PA, 2017.

ASTM C78 / C78M-18, Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading), ASTM International, West Conshohocken, PA, 2018.

Lucio G.L.Y. Roa M. A. and Rodriguez D. effect of two mixing methodologies on the mechanical properties of recycled structural concrete with a water- cement ratio of 0.48, Thesis, La Salle University, Bogotá, 2016.

M. Gesoglu et al, Properties of self-compacting concretes made with binary, ternary,and quaternary cementitious blends of fly ash, blast furnace slag,and silica fume Construction and Building Materials 23 (2009) 1847–1854.

Descargas

Publicado

22-01-2020

Cómo citar

López-Yépez, L. G., Bermúdez, R. A., Uribe-Celiz, S. L., Ospina-Lozano, S. E., & Vázquez-Rodríguez, F. J. (2020). Factibilidad del remplazo de agregados finos reciclados de demolición en las propiedades físicas de concreto estructural. Ingenierias, 23(86), 35–48. https://doi.org/10.29105/ingenierias23.86-5