Use of fine recycled aggregates from ceramic waste in masonry mortar manufacturing

Jiménez, José Ramón; Ayuso, Jesús; López, M.; Fernández, José Antonio Fernández; Brito, Jorge de

doi:10.1016/j.conbuildmat.2012.11.036

Cited by 178 publications

(203 citation statements)

References 26 publications

Supporting

Mentioning

137

Contrasting

Unclassified

Order By: Relevance

“…8 that recycled mortars workability period is shorter, what means that recycled mortars maintain properties in fresh state less time without necessity to add water comparing to the reference mortars. Obtained results are similar to those presented by Jiménez et al (2013) with replacement ratio of The highest values of dry density were presented by natural sand. Values observed in recycled mortars were quite similar, and observed density values are caused by low density of RA (Bravo et al, 2015 ).…”

Section: Partsupporting

confidence: 78%

“…Vegas et al (2009) concluded that mortars can contain up to 25% of fine RA without their mechanical properties, workability and shrinkage being affected, requiring no additives. Jiménez et al (2013) concluded that the incorporation of up to 40% of ceramic waste in mortars production does not affect significantly the properties of cement mortar in fresh and hardened state, with exception of its density and workability. Corinaldesi and Moriconi (2009) evaluated mechanical and rheological behaviour of cement mortars manufactured using three types of RA: rejected prefabricated concrete material, recycled bricks waste and plant recycling rubble.…”

Section: Literature Reviewmentioning

confidence: 99%

See 1 more Smart Citation

Comparative study of three types of fine recycled aggregates from construction and demolition waste (CDW), and their use in masonry mortar fabrication

Saíz

Cortina

Martínez

et al. 2016

Journal of Cleaner Production

158

View full text Add to dashboard Cite

This research aims to study feasibility of incorporation of fine fraction of recycled aggregates coming from construction and demolition waste in cement-based masonry mortar fabrication. Initially, three types of recycled aggregates: concrete, mixed and ceramic recycled aggregates, were characterized in terms of physical, mechanical and chemical properties. There were used 1 :3 and 1 :4 cement-toaggregate proportions and replacement percentages of 50%, 75% and 100% respectfully far three types of studied recycled aggregates.Physical characterization of recycled aggregates shows a continuous size distribution curve, lower density and higher absorption, what makes the usage of additive necessary to obtain appropriate consistency. Main crystalline phases shown in the X-ray diffraction analysis were: calcite, quartz and gypsum. According to the results of the dosages study, recycled mortars present poorer behaviour than mortars fabricated using natural stand, however, complying with the limits established by the standards and manufacturers. Therefore, the results of this study suggest the possibility to replace 100% of natural sand with analyzed recycled aggregates.

show abstract

Section: Partsupporting

confidence: 78%

Section: Literature Reviewmentioning

confidence: 99%

Comparative study of three types of fine recycled aggregates from construction and demolition waste (CDW), and their use in masonry mortar fabrication

Saíz

Cortina

Martínez

et al. 2016

Journal of Cleaner Production

158

View full text Add to dashboard Cite

show abstract

“…As shown in this table, the amount of Cr and SO 4 − leachate was higher in the fine RCA than NA. These elements come from the cement composition and in some cases exceed the limit of inert materials (16).…”

Section: Materials Characterizationmentioning

confidence: 99%

“…The equipment used is as described by Jiménez et al (16); the main crystalline phase was quartz for both the NA and RCA (Table 3), whereas the other minor phases were calcite, dolomite, illite, albite and sanidine. These results depend on the mineralogical composition of the virgin aggregates used in the manufacture of concrete and reflect the geological environs of the plant location (23).…”

Section: Materials Characterizationmentioning

confidence: 99%

“…These authors replaced natural sand with recycled concrete sand by weight. Because of the lower density of the fine RCA, substituting materials by weight produces a larger volume of lower-quality mortar (16). Martínez et al (17) replaced by volume 100% of natural sand with different types of recycled sand and found that most of the natural aggregate mortars achieved higher mechanical properties than the recycled aggregate mortars.…”

Section: Introductionmentioning

confidence: 99%

See 1 more Smart Citation

A proposal for the maximum use of recycled concrete sand in masonry mortar design

Ledesma¹,

Jiménez²,

Ayuso³

et al. 2016

Mater. construcc.

Self Cite

View full text Add to dashboard Cite

Natural sand mining from rivers and seashores is causing serious environmental problems in many parts of the world, whereas the fine fraction from recycling concrete waste is underutilized as a construction material. The aim of this paper is to determine the maximum replacement level of natural sand by recycled sand in the manufacturing of masonry mortar (M-10). For this purpose, five replacement levels were tested: 0%, 25%, 50%, 75% and 100% by volume. The mixes were made using cement CEM II/BL 32.5 N in a volumetric proportion of cement-to-aggregate of 1:5. A commercial admixture was used at a constant content. The amount of water was variable to achieve a consistency of 175±10 mm. The short-and long-term mortar properties were evaluated. The data were analyzed using a one-way ANOVA. In conclusion, a maximum percentage of 50% recycled concrete sand can be used in an indoor environment. RESUMEN: Propuesta de máximo uso de arena reciclada de hormigón en el diseño de morteros de albañilería.La extracción de arena natural de ríos y costas está provocando graves problemas ambientales en muchas partes del mundo, mientras que la fracción fina de los áridos reciclados de residuos de hormigón está infrautilizada como material de construcción. El objetivo de este artículo es determinar el máximo porcentaje de sustitución de arena natural por arena reciclada en la fabricación de morteros M-10. Cinco niveles de sustitución en volumen fueron ensayados: 0%, 25%, 50%, 75% y 100%. Las mezclas fueron hechas con cemento CEM II/BL 32,5 N en una relación volumétrica cemento-árido de 1:5. Se utilizó un aditivo comercial a dosis constante. El agua se ajustó experimentalmente para conseguir una consistencia de 175±10 mm. Se evaluaron las propiedades de los morteros a corto y largo plazo. Los datos se analizaron mediante una ANOVA-simple. En conclusión, un porcentaje máximo del 50% de arena reciclada de hormigón puede usarse en interiores.

show abstract

Performance of irradiated blended cement paste composites containing ceramic waste powder towards sulfates, chlorides, and seawater attack

Abdel-Rahman

Younes

2019

Vinyl Additive Technology

View full text Add to dashboard Cite

Within the scope of this study, blended cement pastes were prepared by replacing different proportions of ordinary Portland cement with ceramic waste powder (CWP). The hardened blended cement pastes were cured under tap water for different periods of time up to 180 days. Physico‐mechanical properties of specimens were studied in terms of free lime content, chemically combined water, compressive strength, and particle size distribution. The results manifested that the optimum content of ceramic waste which gave a marked improvement in the mechanical properties was 10% as compared to the other specimens at the same curing age. Besides that, similar specimens of the hardened blended cement paste containing 10% CWP were impregnated with unsaturated polyester and exposed to different doses of gamma rays from 10 to 50 kGy. Both the impregnated specimens that irradiated at a dose of 30 kGy and the neat blended cement paste that contained 10% ceramic waste were soaked in 1, 3, and 5% magnesium sulfate, sodium chloride solutions, and in seawater for up to 180 days. The results indicated that the composite specimens became more resistant to aggressive solutions and their durability increased as compared to the neat blended cement paste prepared under the same previous conditions. J. VINYL ADDIT. TECHNOL., 26:24–34, 2020. © 2019 Society of Plastics Engineers

show abstract

Use of fine recycled aggregates from ceramic waste in masonry mortar manufacturing

Cited by 178 publications

References 26 publications

Comparative study of three types of fine recycled aggregates from construction and demolition waste (CDW), and their use in masonry mortar fabrication

Comparative study of three types of fine recycled aggregates from construction and demolition waste (CDW), and their use in masonry mortar fabrication

A proposal for the maximum use of recycled concrete sand in masonry mortar design

Performance of irradiated blended cement paste composites containing ceramic waste powder towards sulfates, chlorides, and seawater attack

Contact Info

Product

Resources

About