Determinación de parámetros físico-mecánicos y de durabilidad en concreto reciclado con residuos de construcción y demolición (RCD)
The construction sector worldwide represents one of the main activities in all society and which in turn represents a sizable percentage of the generation of tons and tons of waste that are not adequately treated and therefore generate a high impact environmental damage. The use of Construction and...
- Autores:
-
Remolina Durán, Jesús Guillermo
- Tipo de recurso:
- Trabajo de grado de pregrado
- Fecha de publicación:
- 2018
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/247
- Acceso en línea:
- https://hdl.handle.net/11323/247
https://repositorio.cuc.edu.co/
- Palabra clave:
- Agregado de concreto reciclado
Residuos de Construcción y Demolición
resistencia a la compresión
módulo de rotura
aprovechamiento de residuos
propiedades físico mecánicas
resistencia a flexión
Recycled concrete aggregate
Construction and Demolition Waste
Compressive strength
Modulus of rupture
Waste utilization
Physical-mechanical properties
Flexural strength
- Rights
- openAccess
- License
- Atribución – No comercial – Compartir igual
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RCUC2_447797fff42e78712322c89f35380651 |
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| dc.title.eng.fl_str_mv |
Determinación de parámetros físico-mecánicos y de durabilidad en concreto reciclado con residuos de construcción y demolición (RCD) |
| title |
Determinación de parámetros físico-mecánicos y de durabilidad en concreto reciclado con residuos de construcción y demolición (RCD) |
| spellingShingle |
Determinación de parámetros físico-mecánicos y de durabilidad en concreto reciclado con residuos de construcción y demolición (RCD) Agregado de concreto reciclado Residuos de Construcción y Demolición resistencia a la compresión módulo de rotura aprovechamiento de residuos propiedades físico mecánicas resistencia a flexión Recycled concrete aggregate Construction and Demolition Waste Compressive strength Modulus of rupture Waste utilization Physical-mechanical properties Flexural strength |
| title_short |
Determinación de parámetros físico-mecánicos y de durabilidad en concreto reciclado con residuos de construcción y demolición (RCD) |
| title_full |
Determinación de parámetros físico-mecánicos y de durabilidad en concreto reciclado con residuos de construcción y demolición (RCD) |
| title_fullStr |
Determinación de parámetros físico-mecánicos y de durabilidad en concreto reciclado con residuos de construcción y demolición (RCD) |
| title_full_unstemmed |
Determinación de parámetros físico-mecánicos y de durabilidad en concreto reciclado con residuos de construcción y demolición (RCD) |
| title_sort |
Determinación de parámetros físico-mecánicos y de durabilidad en concreto reciclado con residuos de construcción y demolición (RCD) |
| dc.creator.fl_str_mv |
Remolina Durán, Jesús Guillermo |
| dc.contributor.advisor.spa.fl_str_mv |
Sabau, Marian |
| dc.contributor.author.spa.fl_str_mv |
Remolina Durán, Jesús Guillermo |
| dc.contributor.coasesor.spa.fl_str_mv |
Serrano, Iván |
| dc.subject.eng.fl_str_mv |
Agregado de concreto reciclado Residuos de Construcción y Demolición resistencia a la compresión módulo de rotura aprovechamiento de residuos propiedades físico mecánicas resistencia a flexión |
| topic |
Agregado de concreto reciclado Residuos de Construcción y Demolición resistencia a la compresión módulo de rotura aprovechamiento de residuos propiedades físico mecánicas resistencia a flexión Recycled concrete aggregate Construction and Demolition Waste Compressive strength Modulus of rupture Waste utilization Physical-mechanical properties Flexural strength |
| dc.subject.none.fl_str_mv |
Recycled concrete aggregate Construction and Demolition Waste Compressive strength Modulus of rupture Waste utilization Physical-mechanical properties Flexural strength |
| description |
The construction sector worldwide represents one of the main activities in all society and which in turn represents a sizable percentage of the generation of tons and tons of waste that are not adequately treated and therefore generate a high impact environmental damage. The use of Construction and Demolition Waste as aggregates for concrete contributes one of the great innovative ideas of recent decades that mitigate this damage and bring about better environmental development. The objective of this work is to determine and evaluate the physical-mechanical parameters of concrete mixtures whose natural coarse aggregate is replaced in different percentages by recycled aggregates obtained from the processing of hydraulic concrete demA2olition waste from a roadway in the city of Barranquilla. Three (3) distinctive designs were carried out, replacing 0%, 50% and 100% of the natural aggregate by recycling. Subsequently, the properties of each of the materials for the preparation of the mixtures, such as density, absorption, granulometry, relative humidity and specific gravity, were analyzed and evaluated to evaluate and compare their influence on the behavior of fresh and hardened concrete. Likewise, with these materials, the three concrete mixtures were made with different percentages of replacement to manufacture the specimens to perform compression tests in cylinders and flexure tests in three points in beams, for both with curing days of 7,14 and 28. The analysis of results was carried out by means of tables and graphs, together with different statistical and numerical methods to find correlations between the different variables analyzed and thus be able to reach a clear position regarding the objective of the work and the researchers found worldwide. In addition to determining the feasibility of using recycled concrete with RCD aggregates in low transit or other rigid pavement structures. |
| publishDate |
2018 |
| dc.date.accessioned.none.fl_str_mv |
2018-11-03T15:45:41Z |
| dc.date.available.none.fl_str_mv |
2018-11-03T15:45:41Z |
| dc.date.issued.none.fl_str_mv |
2018-01-19 |
| dc.type.spa.fl_str_mv |
Trabajo de grado - Pregrado |
| dc.type.coar.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_7a1f |
| dc.type.content.spa.fl_str_mv |
Text |
| dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/bachelorThesis |
| dc.type.redcol.spa.fl_str_mv |
http://purl.org/redcol/resource_type/TP |
| dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/acceptedVersion |
| format |
http://purl.org/coar/resource_type/c_7a1f |
| status_str |
acceptedVersion |
| dc.identifier.uri.spa.fl_str_mv |
https://hdl.handle.net/11323/247 |
| dc.identifier.instname.spa.fl_str_mv |
Corporación Universidad de la Costa |
| dc.identifier.reponame.spa.fl_str_mv |
REDICUC - Repositorio CUC |
| dc.identifier.repourl.spa.fl_str_mv |
https://repositorio.cuc.edu.co/ |
| url |
https://hdl.handle.net/11323/247 https://repositorio.cuc.edu.co/ |
| identifier_str_mv |
Corporación Universidad de la Costa REDICUC - Repositorio CUC |
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spa |
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spa |
| dc.relation.references.spa.fl_str_mv |
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Sabau, MarianRemolina Durán, Jesús GuillermoSerrano, Iván2018-11-03T15:45:41Z2018-11-03T15:45:41Z2018-01-19https://hdl.handle.net/11323/247Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/The construction sector worldwide represents one of the main activities in all society and which in turn represents a sizable percentage of the generation of tons and tons of waste that are not adequately treated and therefore generate a high impact environmental damage. The use of Construction and Demolition Waste as aggregates for concrete contributes one of the great innovative ideas of recent decades that mitigate this damage and bring about better environmental development. The objective of this work is to determine and evaluate the physical-mechanical parameters of concrete mixtures whose natural coarse aggregate is replaced in different percentages by recycled aggregates obtained from the processing of hydraulic concrete demA2olition waste from a roadway in the city of Barranquilla. Three (3) distinctive designs were carried out, replacing 0%, 50% and 100% of the natural aggregate by recycling. Subsequently, the properties of each of the materials for the preparation of the mixtures, such as density, absorption, granulometry, relative humidity and specific gravity, were analyzed and evaluated to evaluate and compare their influence on the behavior of fresh and hardened concrete. Likewise, with these materials, the three concrete mixtures were made with different percentages of replacement to manufacture the specimens to perform compression tests in cylinders and flexure tests in three points in beams, for both with curing days of 7,14 and 28. The analysis of results was carried out by means of tables and graphs, together with different statistical and numerical methods to find correlations between the different variables analyzed and thus be able to reach a clear position regarding the objective of the work and the researchers found worldwide. In addition to determining the feasibility of using recycled concrete with RCD aggregates in low transit or other rigid pavement structures.El sector de la construcción a nivel mundial representa una de las principales actividades en toda sociedad y que a su vez representa en gran porcentaje la generación de toneladas y toneladas de residuos que no son tratados adecuadamente y como consecuencia generan un daño ambiental de alto impacto. La utilización de los Residuos de Construcción y Demolición como agregados para concreto contribuye una de las grandes ideas innovadoras de las últimas décadas que mitigan este daño y traen consigo un mejor desarrollo ambiental. El presente trabajo tiene por objetivo determinar y evaluar los parámetros físico-mecánicos de mezclas de concreto cuyo agregado grueso natural es reemplazado en diversos porcentajes por agregado reciclado obtenido del procesamiento de Residuos de Demolición de concreto hidráulico proveniente una vía de la ciudad de barranquilla. Se llevaron a cabo tres (3) diseños diferentes, reemplazando en un 0%, 50% y 100% del agregado natural por reciclado. Posteriormente se analizaron y evaluaron las propiedades de cada uno de los materiales para la elaboración de las mezclas tales como densidad, absorción, granulometría, humedad relativa y gravedad específica con el fin de evaluar y comparar la influencia de estos en el comportamiento de concreto en estado fresco y endurecido. De igual manera con esos materiales se elaboraron las tres mezclas de concreto con diferentes porcentajes de reemplazo con el fin de fabricar las probetas para realizar ensayos de compresión en cilindros y de flexión en tres puntos en viguetas, para ambas con días de curado de 7, 14 y 28. El análisis de resultados se llevó a cabo por medio de tablas y gráficos, sumado a diferentes métodos estadísticos y numéricos para encontrar correlaciones entre las diferentes variables analizadas y así poder llegar a una posición clara frente al objetivo del trabajo y a las investigaciones encontradas a nivel mundial. Además de determinar la posible viabilidad para la utilización del concreto reciclado con agregados de RCD en estructuras de pavimento rígido de bajo transito u otras.Remolina Durán, Jesús Guillermo-ad4ad36a-95c4-413c-83ef-fc7e01095112-0spaAtribución – No comercial – Compartir igualinfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Agregado de concreto recicladoResiduos de Construcción y Demoliciónresistencia a la compresiónmódulo de roturaaprovechamiento de residuospropiedades físico mecánicasresistencia a flexiónRecycled concrete aggregateConstruction and Demolition WasteCompressive strengthModulus of ruptureWaste utilizationPhysical-mechanical propertiesFlexural strengthDeterminación de parámetros físico-mecánicos y de durabilidad en concreto reciclado con residuos de construcción y demolición (RCD)Trabajo de grado - Pregradohttp://purl.org/coar/resource_type/c_7a1fTextinfo:eu-repo/semantics/bachelorThesishttp://purl.org/redcol/resource_type/TPinfo:eu-repo/semantics/acceptedVersionIngeniería Civil(NTC), N. T. C. INGENIERÍA CIVIL Y ARQUITECTURA. CEMENTO PÓRTLAND. ESPECIFICACIONES FÍSICAS Y MECÁNICAS. Colombia. (UAESP), U. A. E. de S. P. (2012). Foro internacional Gestión integral de los RCD. Ajdukiewicz, A., & Kliszczewicz, A. (2002). Influence of recycled aggregates on mechanical properties of HS/HPC. Cement and Concrete Composites, 24(2), 269-279.https://doi.org/10.1016/S0958-9465(01)00012-9 Alcaldía de Barranquilla. (2015). Plan de Gestión Integral de Residuos Sólidos – PGIRS. 2016 -2027, 178. Ambiente, D. D. E. (s. f.). Guía para la elaboración del Plan de Gestión Integral de Residuos de Construcción y Demolición (RCD) en obra. Angulo, S. C., Carrijo, P. M., Figueiredo, A. D., Chaves, A. P., & John, V. M. (2010). On the classification of mixed construction and demolition waste aggregate by porosity and its impact on the mechanical performance of concrete. Materials and Structures,43(4), 519-528. https://doi.org/10.1617/s11527-009-95089 Angulo, S. C., John, V. 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Magazine of Concrete Research, 67(11), 575-584. https://doi.org/10.1680/macr.14.00220 Barritt, J. (2016). An overview on recycling and waste in construction. Proceedings of the Institution of Civil Engineers - Construction Materials, 169(2), 49-53. https://doi.org/10.1680/coma.15.00006 Behera, M., Bhattacharyya, S. K., Minocha, A. K., Deoliya, R., & Maiti, S. (2014a). Recycled aggregate from C&D waste & its use in concrete – A breakthrough towards sustainability in construction sector: A review. Construction and Building Materials, 68,501-516. https://doi.org/10.1016/j.conbuildmat.2014.07.003 Behera, M., Bhattacharyya, S. K., Minocha, A. K., Deoliya, R., & Maiti, S. (2014b). Recycled aggregate from C&D waste & its use in concrete - A breakthrough towards sustainability in construction sector: A review. Construction and Building Materials, 68, 501-516. https://doi.org/10.1016/j.conbuildmat.2014.07.003 Bell, N. (2003). WASTE MINIMISATION AND RESOURCE RECOVERY. 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Recuperado a partir de http://www.cembureau.be/%0Aactivityreports Chakradhara Rao, M., Bhattacharyya, S. K., & Barai, S. V. (2011a). Behaviour of recycled aggregate concrete under drop weight impact load. Construction and Building Materials, 25(1), 69-80. https://doi.org/10.1016/j.conbuildmat.2010.06.055 Chakradhara Rao, M., Bhattacharyya, S. K., & Barai, S. V. (2011b). Influence of field recycled coarse aggregate on properties of concrete. Materials and Structures, 44(1), 205-220. https://doi.org/10.1617/s11527-010-9620-x Chau, C. K., Leung, T. M., & Ng, W. Y. (2015). A review on Life Cycle Assessment, Life Cycle Energy Assessment and Life Cycle Carbon Emissions Assessment on buildings. Applied Energy, 143, 395-413. https://doi.org/10.1016/j.apenergy.2015.01.023 Comisión asesora permanente para el regimen de construcciones sismo resistentes. (2010). El Reglamento Colombiano de Construcción Sismo Resistente (NSR-10), 530-827. Committee ACI 211. (2002). Standard Practice for Selecting Proportions for Normal , Heavyweight , and Mass Concrete ( ACI 211 . 1-91 ). Corinaldesi, V., & Moriconi, G. (2009). Behaviour of cementitious mortars containing different kinds of recycled aggregate. Construction and Building Materials, 23(1), 289-294. https://doi.org/10.1016/j.conbuildmat.2007.12.006 Corinaldesi, V., & Moriconi, G. (2010). Recycling of rubble from building demolition for lowshrinkage concretes. Waste Management, 30(4), 655-659. https://doi.org/10.1016/j.wasman.2009.11.026 Corinaldesi, V., & Moriconi, G. (2009). Behaviour of cementitious mortars containing differentkinds of recycled aggregate. Construction and Building Materials, 23(1), 289-294. https://doi.org/10.1016/j.conbuildmat.2007.12.006 Corinaldesi, V., & Moriconi, G. (2010). Recycling of rubble from building demolition for lowshrinkage concretes. Waste Management, 30(4), 655-659. https://doi.org/10.1016/j.wasman.2009.11.026 Costa, U., & Ursella, P. (2003). 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Cement and Concrete Composites, 25(2), 223-232. https://doi.org/10.1016/S0958-9465(02)00010-0PublicationORIGINAL1140886779.pdf1140886779.pdfapplication/pdf2987461https://repositorio.cuc.edu.co/bitstreams/70aef153-3149-4227-a03a-cc442783395b/download3ec44bae7744d9d5ba31c8348be0d8f4MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorio.cuc.edu.co/bitstreams/e79554cd-3521-4b9a-82f8-02dc9c107c08/download8a4605be74aa9ea9d79846c1fba20a33MD53THUMBNAIL1140886779.pdf.jpg1140886779.pdf.jpgimage/jpeg28272https://repositorio.cuc.edu.co/bitstreams/1972059d-8deb-41d0-9df7-419c546872f5/download63b7c19e6346e27c47da1565215da3faMD55TEXT1140886779.pdf.txt1140886779.pdf.txttext/plain239244https://repositorio.cuc.edu.co/bitstreams/0ab610a5-6a6d-474a-94fe-47340003c6c1/downloadac1a763b651245a1b6fd0065f5d40fb2MD5611323/247oai:repositorio.cuc.edu.co:11323/2472024-09-17 14:13:36.956open.accesshttps://repositorio.cuc.edu.coRepositorio de la Universidad de la Costa CUCrepdigital@cuc.edu.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 |