2011
DOI: 10.3989/mc.2011.59710
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Caracterización de los hormigones realizados con áridos reciclados procedentes de la industria de cerámica sanitaria

Abstract: RESUMENEn este estudio se plantea la posibilidad de reutilizar los residuos cerámicos de sanitarios como árido grueso sustituyendo de forma parcial (15, 20 y 25%) al árido grueso natural. Para ello, se llevó a cabo la caracterización del árido cerámico reciclado y posteriormente se procedió a establecer los parámetros de dosificación y fabricación de los distintos hormigones. Finalmente, se realizó sobre los mismos unos ensayos de caracterización de las propiedades físicas y mecánicas, y un estudio de las fase… Show more

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Cited by 28 publications
(28 citation statements)
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“…The physical and mechanical properties of the natural and recycled aggregates are shown in Table 1 (Medina et al 2011) which comply with the requisites established in standard EN 12620 (CEN. 2009b) and Spanish Code Structural Concrete (EHE-08) (Comisión Permanente del Hormigón 2008).…”
Section: Methodsmentioning
confidence: 95%
“…The physical and mechanical properties of the natural and recycled aggregates are shown in Table 1 (Medina et al 2011) which comply with the requisites established in standard EN 12620 (CEN. 2009b) and Spanish Code Structural Concrete (EHE-08) (Comisión Permanente del Hormigón 2008).…”
Section: Methodsmentioning
confidence: 95%
“…For this reason, the need for seeking new applications in other industries where the ceramic waste can be recycled is becoming absolutely vital (3). Although the reutilization of ceramic waste as fine and coarse aggregates in the concrete production has been previously studied (4)(5)(6)(7), its use in structural concrete is not a common practice, particularly as fine aggregates (8). Thus, it seems that the best engineering applications found for recycling ceramic waste is as in non-structural concretes as recycled aggregates.…”
Section: Introductionmentioning
confidence: 99%
“…This feature of RA may cause mixing problems due to poorer workability, resulting in a lower water/cement (w/c) ratio in the paste and less compressive strength. Therefore, special precautions must be taken during the mixing process (6). In view of this, many studies have compared concrete containing RA with different levels of humidity (12,19,20) and developed dosage methods that have had a major effect on the properties of fresh and hardened concrete.…”
Section: Introductionmentioning
confidence: 99%
“…However, C&DW can be treated in appropriate industrial facilities to produce recycled aggregate (RA) that can be used to replace natural aggregate (NA) (2). For example, road construction (3), masonry mortar (4,5), structural and non-structural concrete (6,7), and even in pre-cast concrete products such as paving blocks (8), paving flags (9), kerbs (10) or partition wall blocks (11).…”
Section: Introductionmentioning
confidence: 99%