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Efectos de los residuos de cilindros de ensayos de concreto utilizados como agregado grueso sobre la durabilidad del concreto
dc.rights.license | Atribución-NoComercial-SinDerivadas 4.0 Internacional |
dc.contributor.advisor | Lizarazo Marriaga, Juan Manuel |
dc.contributor.author | Mora Fernandez, Liz Nathalia |
dc.date.accessioned | 2022-03-24T17:04:54Z |
dc.date.available | 2022-03-24T17:04:54Z |
dc.date.issued | 2021-09 |
dc.identifier.uri | https://repositorio.unal.edu.co/handle/unal/81365 |
dc.description | ilustraciones, diagramas, fotografías |
dc.description.abstract | Esta investigación permitió evaluar los efectos de los residuos de cilindros de ensayos de concreto utilizados como agregado grueso sobre la durabilidad del concreto, diseñando mezclas de concreto que cumplan una resistencia, característica para ser usada como material estructural, para dos diferentes porcentajes de reemplazo de agregado natural por agregado reciclado y con una relación de agua cemento de 0.63. Se determinaron la resistencia a compresión, penetración de cloruros, carbonatación y expansión de sulfatos del concreto con agregado grueso sustituido al 50% por agregado de concreto reciclado - ACR, frente al concreto convencional. Los resultados de los diferentes ensayos evidenciaron que es posible producir estructuras de concreto que incorporen cantidades del 50% de agregados reciclados gruesos siempre que se garantice su calidad y su origen, ya que el concreto obtenido tuvo resultados comparables a los del concreto de referencia, cumpliendo con los requerimientos normativos de resistencia a la compresión. No se apreciaron evidencias significativas entre concretos expuestos a ataques de sulfatos con agregado de concreto reciclado y agregado natural, pero con leve mejoría en resultados cuando se trata de AN y cuando se especifica un diseño de resistencia mayor. Los datos obtenidos del concreto con ACR que se expuso a carbonatación acelerada mostro menor desempeño, pues se presentó un aumento del 45% en las mediciones de profundidad, con relación a las mezclas de concreto con AN. Las mezclas de concreto con ACR, arrojaron resultados menores de resistencia al ion cloruro de un 10% con relación a las mezclas con AN, esta diferencia se mantuvo tanto para los diseños de resistencias de 3000psi y 4000psi. (Texto tomado de la fuente). |
dc.description.abstract | This research allowed to evaluate the effects of concrete test cylinder residues used as coarse aggregate on the durability of concrete, designing concrete mixtures that meet a specific resistance, characteristic to be used as structural material, for two different percentages of replacement of natural aggregate by per each recycled aggregate and with a water-cement ratio of 0.63. The resistance to compression, chlorides penetration, carbonation and expansión of sulfates of concrete with coarse aggregate replaced by 50% have been determined per each recycled concrete aggregate - RCA, compared to conventional concrete. The results of the different tests showed evidence that it is possible to produce concrete structures that incorporate 50% amounts of coarse recycled aggregates as long as their quality and origin are guaranteed, since the concrete obtained had results comparable to those of the reference concrete, complying with the normative requirements of compressive strength. No significant evidence was seen among concretes exposed to sulfate attacks with recycled concrete aggregate and natural aggregate, but with slight improvement in results when it comes to NA and when a greater resistance/strength design is specified. The data obtained from the concrete with RCA that has been exposed to an accelerated carbonation showed a lower performance, since there was an increase of 45% in the depth measurements in relation to the concrete mixtures with NA. The concrete mixtures with RCA, showed lower results of resistance to chloride ion of 10% in relation to the mixtures with NA, this difference was maintained for both the 3000psi and 4000psi resistance/ strength designs. |
dc.format.extent | xi, 77 páginas |
dc.format.mimetype | application/pdf |
dc.language.iso | spa |
dc.publisher | Universidad Nacional de Colombia |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ |
dc.subject.ddc | 690 - Construcción de edificios::691 - Materiales de construcción |
dc.title | Efectos de los residuos de cilindros de ensayos de concreto utilizados como agregado grueso sobre la durabilidad del concreto |
dc.type | Trabajo de grado - Maestría |
dc.type.driver | info:eu-repo/semantics/masterThesis |
dc.type.version | info:eu-repo/semantics/acceptedVersion |
dc.publisher.program | Bogotá - Artes - Maestría en Construcción |
dc.contributor.researchgroup | Grupo de Investigación en Construcción |
dc.description.degreelevel | Maestría |
dc.description.degreename | Magíster en Construcción |
dc.description.methods | Esta investigación se clasifica de tipo cuantitativa, basándose en teoría e investigaciones previas acerca del tema con diversas variables para compararla con los resultados finales del presente estudio, por medio de análisis de datos obtenidos de ensayos de laboratorio para realizar comparaciones y así determinar conclusiones y aportes de la investigación (Hernández Sampieri R., Metodología de la investigación., 2010) |
dc.description.researcharea | Concreto |
dc.identifier.instname | Universidad Nacional de Colombia |
dc.identifier.reponame | Repositorio Institucional Universidad Nacional de Colombia |
dc.identifier.repourl | https://repositorio.unal.edu.co/ |
dc.publisher.faculty | Facultad de Artes |
dc.publisher.place | Bogotá, Colombia |
dc.publisher.branch | Universidad Nacional de Colombia - Sede Bogotá |
dc.relation.references | ACHE, A. C. (2006). UTILIZACION DE ARIDO RECICLADO PARA LA FABRICACION DE HORMIGON ESTRUCTURAL. |
dc.relation.references | Alcaldía Mayor de Bogotá D.C. (2012). Guía para la elaboración del plan de gestión integral de residuos de construcción y demolición (RCD) en obra. Obtenido de http://www.minvivienda.gov.co/Documents/Gu%C3%ADa%20para%20la%20elaboraci%C3%B3n%20del%20pla |
dc.relation.references | Alexander S. Brand, J. R. (2015). Initial moisture and mixing effects on higher quality recycled coarse aggregate concrete. Construction and Building Materials, 83-89. |
dc.relation.references | Ali Akhtar, A. K. (2018). Construction and demolition waste generation and properties of recycled aggregate concrete: A global perspective. Journal of Cleaner Production, 262-281. |
dc.relation.references | Argos. (2015). ABC del Reglamento Colombiano de Construcción Sostenible. Obtenido de http://grandesrealidades.argos.co/abc-del-reglamento-colombiano-de-construccion-sostenible/. |
dc.relation.references | Arriaga, L. (2013). Utilizacion de agregado grueso de concreto reciclado en elementos estructurales de concreto reforzado. Escuela Colombiana de Ingeniería Julio Garavito. |
dc.relation.references | Asocreto. (2012). El concreto será sostenible en lo ambiental y en lo económico. Noticreto, 110, 54-56. Obtenido de http://webidu.idu.gov.co:9090/pmb/tools/IDU_INFO/texto/Not/HO-110-12.pdf |
dc.relation.references | Bedoya M., C. M. (2011). Construcción sostenible: para volver al camino. Biblioteca Jurídica Dike : Mares Consultoría Sostenible. Obtenido de Bedoya, C. M. (2011). Construcción Sostenible, Para volver al Camino. (B. J. Diké, Ed.). Medellin, Colombia. Retrieved from http://www.bdigital.unal.edu.co/3738/1/CONSTRUCCI%C3%93N_SOSTENIBLE_2011.pdf. |
dc.relation.references | Bedoya, C. (2003). El concreto reciclado con escombros como generador de hábitats urbanos sostenibles. http://www.bdigital.unal.edu.co/3477/1/98589947-2003.pdf. Obtenido de http://www.bdigital.unal.edu.co/3477/1/98589947-2003.pdf: http://www.bdigital.unal.edu.co/3477/1/98589947-2003.pdf |
dc.relation.references | Brito, J. D. (2013). Use of Industrial, Construction and Demolition Waste. . Recycled Aggregate in Concrete. |
dc.relation.references | C.J. Zega, G. C.-Z. (2015). Performance of recycled concretes exposed to sulphate soil for 10 years. Construction and Building Materials, 714-721. |
dc.relation.references | C.S.Poon, Z. L. (2004). Influence of moisture states of natural and recycled aggregates on the slump and compressive strength of concrete. Cement and Concrete Research, 31-36. |
dc.relation.references | Camacol. (2015). Camacol respalda la adopción del Reglamento de Construcción Sostenible. Obtenido de http://camacol.co/noticias/camacol-respalda-la-adopci%C3%B3n-del-reglamento-de-construcci%C3%B3n-sostenible. |
dc.relation.references | CNN México. (2010). EU, Japón y Europa reciclan los desperdicios del concreto. Obtenido de http://mexico.cnn.com/mundo/2010/02/18/eu-japon-y-europa-reciclan-los-desperdicios-del-concreto. |
dc.relation.references | Construdata. (2005). El concreto reciclado como agregado. Obtenido de http://www.construdata.com/BancoMedios/Documentos%20PDF/recycled_concrete_as_aggregate.pdf. |
dc.relation.references | D. Pedro, J. B. (2017). Structural concrete with simultaneous incorporation of fine and coarse recycled concrete aggregates: Mechanical, durability and long-term properties. Construction and Building Materials, 14. |
dc.relation.references | DANE. (19 de Agosto de 2021). www.dan.gov.co. Obtenido de https://www.dane.gov.co/index.php/estadisticas-por-tema/construccion/estadisticas-de-concreto-premezclado |
dc.relation.references | F. Buyle-Bodin, R. H.-Z. (2002). Influence of industrially produced recycled aggregates on flow properties of concrete. Materials and Structures, 504-509. |
dc.relation.references | Farid Debieb, L. C. (2010). Cement & Concrete Composites. Mechanical and durability properties of concrete using contaminatedrecycled aggregates, 1. |
dc.relation.references | Gagan, S. A. (2015). Recycled Aggregates: A Sustainable Solution of Construction and Demolished Waste. Journal of Mechanical and Civil Engineering, 58-63. |
dc.relation.references | GEAR, P. (2015). Guía española de áridos reciclados procedentes de residuos de construcción y demolición (RCD). Obtenido de http://www.caminospaisvasco.com/Profesion/documentostecnicos/guia. |
dc.relation.references | Gholamreza Fathifazl, A. R. (2011). Creep and drying shrinkage characteristics of concrete produced with coarse recycled concrete aggregate. Cement and Concrete Composites, 1026-1037. |
dc.relation.references | González-Fonteboa Belén, M.-A. F.-P. (2011). Stress–strain relationship in axial compression for concrete using recycled saturated coarse aggregate. Construction and Building Materials, 2335-2342. |
dc.relation.references | Guzman, D. S. (2002). Durabilidad y patología del concreto. Instituto del Concreto Asocreto. |
dc.relation.references | Hanbing Wang, H. L. (2019). Investigation on the mechanical properties and environmental impacts of pervious concrete containing fly ash based on the cement-aggregate ratio. Construction and Building Materials, 387-395. |
dc.relation.references | Hernández Sampieri R., F. C. (2006). Metodología de la investigación. Mc Graw Hill. 4a edición. |
dc.relation.references | Hernández Sampieri R., F. C. (2010). Metodología de la investigación. Mc Graw Hill. 5a edición. |
dc.relation.references | Hoai-Bao Le, Q.-B. B. (2020). Recycled aggregate concretes – A state-of-the-art from the microstructure to the structural performance. Construction and Building Materials, 1-15. |
dc.relation.references | Hossein Sasanipour, F. A. (2020). Durability properties evaluation of self-compacting concrete prepared with waste fine and coarse recycled concrete aggregates. Construction and Building Materials, 1. |
dc.relation.references | Houria Mefteh, O. K. (2013). Influence of moisture conditioning of recycled aggregates on the properties of fresh and hardened concrete. Journal of Cleaner Production, 282-288. |
dc.relation.references | I.F. Sáez del Bosque, P. d. (2020). Carbonation of concrete with construction and demolition waste based recycled aggregates and cement with recycled content. Construction and Building Materials, 15. |
dc.relation.references | J. Rincon - Argos. (s.f.). 360enconcreto. Obtenido de https://www.360enconcreto.com/blog/detalle/ecomuros-en-concreto-reciclado |
dc.relation.references | J.A. Jain, J. O. (2012). Chloride Penetration Resistance of Concrete Mixtures with Recycled Concrete Aggregates. Woodhead Publishing Limited. |
dc.relation.references | Jitendra A .Jain, J. O. (2012). Chloride penetration resistance of concrete mixtures with recycled concrete aggregates. Brittle Matrix Composites 10, 377-386. |
dc.relation.references | Kanish Kapoor, S. S. (2020). Effect of recycled aggregates on fresh and hardened properties of self compacting concrete. Materials Today: Proceedings, 600-607. |
dc.relation.references | Keun-Hyeok Yang, H.-S. C. (2008). Influence of Type and Replacement Level of Recycled Aggregates on Concrete Properties. ACI Materials Journal. |
dc.relation.references | Kho Pin Veriana, W. A. (2018). Properties of recycled concrete aggregate and their influence in new concrete production. Resources, Conservation and Recycling, 30-49. |
dc.relation.references | Kim, J. (2021). Properties of recycled aggregate concrete designed with equivalent mortar volume mix design. Construction and Building Materials, 1-12. |
dc.relation.references | L. Evangelista, J. B. (2010). Durability performance of concrete made with fine recycled concrete aggregates. Cement and Concrete Composites, 9-14. |
dc.relation.references | Layachi Berredjem, N. A. (2020). El uso de RCA afecta las propiedades mecánicas del hormigón, ya searesistencia a la compresión o resistencia a la tracción por rotura. Sin embargo,la clase objetivo C25 / 30 de resistencia a la compresión está garantizada. Construction and Building Materials, 10. |
dc.relation.references | Mahesh Chandra Shah a, K. K. (2021). Investigation of mechanical properties of concrete with natural aggregates partially replaced by recycled coarse aggregate (RCA). Materials Today: Proceedings, 6. |
dc.relation.references | Mehmet Gesoglu, E. G. (2015). Failure characteristics of self-compacting concretes made with recycled aggregates. Construction and Building Materials, 334-344. |
dc.relation.references | Miguel Bravo, J. d. (2015). Durability performance of concrete with recycled aggregates from construction and demolition waste plants. Construction and Building Materials, 357-369. |
dc.relation.references | MINVIVIENDA. (2015). Colombia puso en marcha su nueva reglamentación de construcción sostenible. Obtenido de http://www.minvivienda.gov.co/sala-de-prensa/noticias/2015/julio/colombia-puso-en-marcha-su-nueva-reglamentacion-de-construccion-sostenible |
dc.relation.references | Nancy Soni, D. K. (2021). Analytical study on mechanical properties of concrete containing crushed recycled coarse aggregate as an alternative of natural sand. Construction and Building Materials, 1. |
dc.relation.references | R.V. Silva, R. N. (2015). Carbonation behaviour of recycled aggregate concrete. Cement & Concrete Composites, 22-32. |
dc.relation.references | S. Manzi C.Mazzotti, M. B. (2013). Short and long-term behavior of structural concrete with recycled concrete aggregate. Cement and Concrete Composites, 312-318. |
dc.relation.references | Sasanipour, H. (2021). Chloride ion permeability improvement of recycled aggregate concrete using pretreated recycled aggregates by silica fume slurry. Construction and Building Materials. |
dc.relation.references | Valeria Corinaldesi, G. M. (2009). Influence of mineral additions on the performance of 100% recycled aggregate concrete. Construction and Building Materials, 2869-2876. |
dc.relation.references | Vesna Bulatovic´, M. M. (2017). Evaluation of sulfate resistance of concrete with recycled and natural aggregates. Construction and Building Materials, 614-631. |
dc.relation.references | WBCSD, C. M. (2009). RECICLANDO CONCRETO. Iniciativa Para La Sostenibilidad Del Cemento (CSI), 1-42. |
dc.relation.references | Yang Li, X. Y. (2021). Sulfate attack resistance of recycled aggregate concrete with NaOH-solution-treated crumb rubber. Construction and Building Materials. |
dc.relation.references | Yong Yu, L. L. (2020). Modeling and predicting chloride diffusion in recycled aggregate concrete. Construction and Building Materials, 17. |
dc.relation.references | Zeland, C. &. (2011). Best practice guide for the use of recylced aggregates in new concrete. New Zeland. |
dc.relation.references | Zhongya Zhang, J. Z. (2020). Understanding of the deterioration characteristic of concrete exposed to external sulfate attack: Insight into mesoscopic pore structures. Construction and Building Materials. |
dc.rights.accessrights | info:eu-repo/semantics/openAccess |
dc.subject.lemb | Hormigón |
dc.subject.lemb | Concrete |
dc.subject.lemb | Ensayo de materiales |
dc.subject.lemb | Materials - Testing |
dc.subject.proposal | ACR |
dc.subject.proposal | Agregado de concreto reciclado |
dc.subject.proposal | Compresión |
dc.subject.proposal | Durabilidad |
dc.subject.proposal | Carbonatación |
dc.subject.proposal | Sulfatos |
dc.subject.proposal | Ion cloruro |
dc.subject.proposal | RCA (Recycled Concrete Aggregate) |
dc.subject.proposal | Compression |
dc.subject.proposal | Durability |
dc.subject.proposal | Carbonation |
dc.subject.proposal | Sulfates |
dc.subject.proposal | Chloride ion |
dc.subject.unesco | Industria de la construcción |
dc.subject.unesco | Construction industry |
dc.title.translated | Effects of concrete test cylinder residues used as coarse aggregate on concrete durability |
dc.type.coar | http://purl.org/coar/resource_type/c_bdcc |
dc.type.coarversion | http://purl.org/coar/version/c_ab4af688f83e57aa |
dc.type.content | Text |
dc.type.redcol | http://purl.org/redcol/resource_type/TM |
oaire.accessrights | http://purl.org/coar/access_right/c_abf2 |
dcterms.audience.professionaldevelopment | Estudiantes |
dcterms.audience.professionaldevelopment | Investigadores |
dc.description.curriculararea | Arquitectura y Urbanismo |
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