Concretos modificados con poliestireno: efecto de la incorporación de residuos de vidrio
El concreto de poliestireno expandido es un material respetuoso con el medio ambiente, sin embargo, su resistencia a la compresión se ve disminuida, requiriendo la incorporación de materiales que mejoren sus propiedades mecánicas. En este trabajo se evaluó el efecto de la incorporación de residuos d...
- Autores:
-
Carvajal Graciano, Juan Pablo
Aguirre Sierra, Daniel David
Valoyes Mena, Werlin
- Tipo de recurso:
- Trabajo de grado de pregrado
- Fecha de publicación:
- 2021
- Institución:
- Universidad Cooperativa de Colombia
- Repositorio:
- Repositorio UCC
- Idioma:
- OAI Identifier:
- oai:repository.ucc.edu.co:20.500.12494/36478
- Acceso en línea:
- https://hdl.handle.net/20.500.12494/36478
- Palabra clave:
- Concreto modificado
Resistencia a compresión
Residuos de vidrio
Propiedades mecánicas
Poliestireno expandido
TG 2021 ICI 36478
Modified Concrete
Compressive strength
Glass waste
Mechanical properties
Expanded polystyrene
- Rights
- closedAccess
- License
- NINGUNA
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| dc.title.spa.fl_str_mv |
Concretos modificados con poliestireno: efecto de la incorporación de residuos de vidrio |
| title |
Concretos modificados con poliestireno: efecto de la incorporación de residuos de vidrio |
| spellingShingle |
Concretos modificados con poliestireno: efecto de la incorporación de residuos de vidrio Concreto modificado Resistencia a compresión Residuos de vidrio Propiedades mecánicas Poliestireno expandido TG 2021 ICI 36478 Modified Concrete Compressive strength Glass waste Mechanical properties Expanded polystyrene |
| title_short |
Concretos modificados con poliestireno: efecto de la incorporación de residuos de vidrio |
| title_full |
Concretos modificados con poliestireno: efecto de la incorporación de residuos de vidrio |
| title_fullStr |
Concretos modificados con poliestireno: efecto de la incorporación de residuos de vidrio |
| title_full_unstemmed |
Concretos modificados con poliestireno: efecto de la incorporación de residuos de vidrio |
| title_sort |
Concretos modificados con poliestireno: efecto de la incorporación de residuos de vidrio |
| dc.creator.fl_str_mv |
Carvajal Graciano, Juan Pablo Aguirre Sierra, Daniel David Valoyes Mena, Werlin |
| dc.contributor.advisor.none.fl_str_mv |
Arbeláez Pérez, Oscar Felipe |
| dc.contributor.author.none.fl_str_mv |
Carvajal Graciano, Juan Pablo Aguirre Sierra, Daniel David Valoyes Mena, Werlin |
| dc.subject.spa.fl_str_mv |
Concreto modificado Resistencia a compresión Residuos de vidrio Propiedades mecánicas Poliestireno expandido |
| topic |
Concreto modificado Resistencia a compresión Residuos de vidrio Propiedades mecánicas Poliestireno expandido TG 2021 ICI 36478 Modified Concrete Compressive strength Glass waste Mechanical properties Expanded polystyrene |
| dc.subject.classification.spa.fl_str_mv |
TG 2021 ICI 36478 |
| dc.subject.other.spa.fl_str_mv |
Modified Concrete Compressive strength Glass waste Mechanical properties Expanded polystyrene |
| description |
El concreto de poliestireno expandido es un material respetuoso con el medio ambiente, sin embargo, su resistencia a la compresión se ve disminuida, requiriendo la incorporación de materiales que mejoren sus propiedades mecánicas. En este trabajo se evaluó el efecto de la incorporación de residuos de vidrio sobre las propiedades mecánicas de concretos preparados con 10% de reemplazo en volumen de los agregados finos por poliestireno y residuos de vidrio en relaciones poliestireno: vidrio de 1:0, 1:1, 1:2, 1:3 y 1:4. Los resultados experimentales mostraron que un incremento en el contenido de vidrio es inversamente proporcional al asentamiento y directamente proporcional a la densidad. Para los concretos preparado se encontró que la incorporación de residuos de vidrio mejora ostensiblemente la resistencia a la compresión, siendo la relación poliestireno: vidrio 1:3 la que mostro la mejor resistencia a la compresión, la cual presentó un aumento del 37.2% con respecto al concreto preparado solo con poliestireno denotado como 0:0. La adición de residuos de vidrio al concreto preparado a partir de perlas poliestireno expandido mejoró sus propiedades mecánicas, y esto lo convierte en un sistema potencial para reemplazar los materiales tradicionales utilizados en la producción de concretos. |
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2021 |
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2021-11-23T13:53:25Z |
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2021-11-23T13:53:25Z |
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2021-10-19 |
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Trabajo de grado - Pregrado |
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http://purl.org/coar/resource_type/c_7a1f |
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info:eu-repo/semantics/bachelorThesis |
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info:eu-repo/semantics/acceptedVersion |
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https://hdl.handle.net/20.500.12494/36478 |
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Carvajal Graciano, J. P. Aguirre Sierra, D. D. y Valoyes Mena, W. (2021). Concretos modificados con poliestireno: efecto de la incorporación de residuos de vidrio [Tesis de pregrado, Universidad Cooperativa de Colombia]. Repositorio Institucional UCC http://hdl.handle.net/20.500.12494/36478 |
| url |
https://hdl.handle.net/20.500.12494/36478 |
| identifier_str_mv |
Carvajal Graciano, J. P. Aguirre Sierra, D. D. y Valoyes Mena, W. (2021). Concretos modificados con poliestireno: efecto de la incorporación de residuos de vidrio [Tesis de pregrado, Universidad Cooperativa de Colombia]. Repositorio Institucional UCC http://hdl.handle.net/20.500.12494/36478 |
| dc.relation.references.spa.fl_str_mv |
Assaad, J. J., & El Mir, A. (2020). Durability of polymer-modified lightweight flowable concrete made using expanded polystyrene. Construction and Building Materials, (249), 118764, https://doi.org/10.1016/j.conbuildmat.2020.118764 ASTM (2012). ASTM C143/C143M. Standard Test Method for Slump of Hydraulic-Cement Concrete. American Society for Testing and Materials (ASTM). ASTM (2001). ASTM C127. Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate. American Society for Testing and Materials (ASTM). ASTM (2000). ASTM C192 / C192M - 15. Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory. American Society for Testing and Materials (ASTM). ASTM (2016). ASTM C29/C29M-07. Standard Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate. American Society for Testing and Materials (ASTM). Bahij, S., Omary, S., Feugeas, F., & Faqiri, A. (2020). Fresh and hardened properties of concrete containing different forms of plastic waste – A review. Waste Management, (113), 157–175, https://doi.org/10.1016/j.wasman.2020.05.048 Balasubramanian, B., Gopala Krishna, G. V. T., Saraswathy, V., & Srinivasan, K. (2021). Experimental investigation on concrete partially replaced with waste glass powder and waste E-plastic. Construction and Building Materials, (278), 122400, https://doi.org/10.1016/j.conbuildmat.2021.122400 Batayneh, M., Marie, I., & Asi, I. (2007). Use of selected waste materials in concrete mixes. Waste Management, 27(12), 1870–1876, https://doi.org/10.1016/j.wasman.2006.07.026 Cadere, C. A., Barbuta, M., Rosca, B., Serbanoiu, A. A., Burlacu, A., & Oancea, I. (2018). Engineering properties of concrete with polystyrene granules. Procedia Manufacturing, (22), 288–293, https://doi.org/10.1016/j.promfg.2018.03.044 Chhachhia, A. (2021). Concrete mix design by IS, ACI and BS methods: A Comparative Analysis. Journal of Building Material Science, 2(1), 30–33, https://doi.org/10.30564/jbms.v2i1.2636 de Paula, F. G. F., de Castro, M. C. M., Ortega, P. F. R., Blanco, C., Lavall, R. L., & Santamaría, R. (2018). High value activated carbons from waste polystyrene foams. Microporous and Mesoporous Materials, 267(March), 181–184, https://doi.org/10.1016/j.micromeso.2018.03.027 Demirboga, R., & Kan, A. (2012). Thermal conductivity and shrinkage properties of modified waste polystyrene aggregate concretes. Construction and Building Materials, (35), 730–734, https://doi.org/10.1016/j.conbuildmat.2012.04.105 Elaqra, H. A., Haloub, M. A. A., & Rustom, R. N. (2019). Effect of new mixing method of glass powder as cement replacement on mechanical behavior of concrete. Construction and Building Materials, (203), 75–82, https://doi.org/10.1016/j.conbuildmat.2019.01.077 Grzeszczyk, S., & Janus, G. (2020). Reactive powder concrete with lightweight aggregates.Construction and Building Materials, (263), 120164, https://doi.org/10.1016/j.conbuildmat.2020.120164 Gu, L., & Ozbakkaloglu, T. (2016). Use of recycled plastics in concrete: A critical review. Waste Management, (51), 19–42, https://doi.org/10.1016/j.wasman.2016.03.005 Guo, P., Meng, W., Nassif, H., Gou, H., & Bao, Y. (2020). New perspectives on recycling waste glass in manufacturing concrete for sustainable civil infrastructure. Construction and Building Materials, (257), 119579, https://doi.org/10.1016/j.conbuildmat.2020.119579 Herki, B. A., Khatib, J. M., & Negim, E. M. (2013). Lightweight concrete made from waste polystyrene and fly ash. World Applied Sciences Journal, 21(9), 1356–1360, https://doi.org/10.5829/idosi.wasj.2013.21.9.20213 Liu, N., & Chen, B. (2014). Experimental study of the influence of EPS particle size on the mechanical properties of EPS lightweight concrete. Construction and Building Materials, (68), 227–232, https://doi.org/10.1016/j.conbuildmat.2014.06.062 Madandoust, R., Ranjbar, M. M., & Yasin Mousavi, S. (2011). An investigation on the fresh properties of self-compacted lightweight concrete containing expanded polystyrene. Construction and Building Materials, 25(9), 3721–3731, https://doi.org/10.1016/j.conbuildmat.2011.04.018 Nikbin, I. M., & Golshekan, M. (2018). The effect of expanded polystyrene synthetic particles on the fracture parameters, brittleness and mechanical properties of concrete. Theoretical and Applied Fracture Mechanics, 94(February), 160–172, https://doi.org/10.1016/j.tafmec.2018.02.002 Olofinnade, O., Chandra, S., & Chakraborty, P. (2020). Recycling of high impact polystyrene and low-density polyethylene plastic wastes in lightweight based concrete for sustainable construction. Materials Today: Proceedings, (38), 2151–2156, https://doi.org/10.1016/j.matpr.2020.05.176 Pecce, M., Ceroni, F., Bibbò, F. A., & Acierno, S. (2015). Steel–concrete bond behaviour of lightweight concrete with expanded polystyrene (EPS). Materials and Structures/Materiaux et Constructions, 48(1–2), 139–152, https://doi.org/10.1617/s11527-013-0173-7 Rosca, B. (2021). Materials Today : Proceedings Comparative aspects regarding a novel lightweight concrete of structural grade containing brick aggregate as coarse particles and expanded polystyrene beads. Materials Today: Proceedings, (45), 4979–4986, https://doi.org/10.1016/j.matpr.2021.01.415 Sharma, L., Taak, N., & Bhandari, M. (2021). Influence of ultra-lightweight foamed glass aggregate on the strength aspects of lightweight concrete. Materials Today: Proceedings, (45), 3240–3246 https://doi.org/10.1016/j.matpr.2020.12.383 Steyn, Z. C., Babafemi, A. J., Fataar, H., & Combrinck, R. (2021). Concrete containing waste recycled glass, plastic and rubber as sand replacement. Construction and Building Materials, (269), 121242, https://doi.org/10.1016/j.conbuildmat.2020.121242 Su, H., Yang, J., Ling, T., Ghataora, G. S., & Dirar, S. (2015). Properties of concrete prepared with waste tyre rubber particles of uniform and varying sizes. Journal of Cleaner Production, (91), 288–296, https://doi.org/10.1016/j.jclepro.2014.12.022 Tamanna, N., Tuladhar, R., & Sivakugan, N. (2020). Performance of recycled waste glass sand as partial replacement of sand in concrete. Construction and Building Materials, (239), 117804, https://doi.org/10.1016/j.conbuildmat.2019.117804 Tang, W. C., Lo, Y., & Nadeem, A. (2008). Mechanical and drying shrinkage properties of structural-graded polystyrene aggregate concrete. Cement and Concrete Composites, 30(5), 403–409, https://doi.org/10.1016/j.cemconcomp.2008.01.002 Uttaravalli, A. N., Dinda, S., & Gidla, B. R. (2020). Scientific and engineering aspects of potential applications of post-consumer (waste) expanded polystyrene: A review. Process Safety and Environmental Protection, (137), 140–148, https://doi.org/10.1016/j.psep.2020.02.023 Wang, C. C., & Wang, H. Y. (2017). Assessment of the compressive strength of recycled waste LCD glass concrete using the ultrasonic pulse velocity. Construction and Building Materials, (137), 345–353, https://doi.org/10.1016/j.conbuildmat.2017.01.117 Xu, Y., Xu, J., Jiang, L., Chu, H., & Li, Y. (2015). Prediction of compressive strength and elastic modulus of expanded polystyrene lightweight concrete. Magazine of Concrete Research, 67(17), 954–962, https://doi.org/10.1680/macr.14.00375 |
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Arbeláez Pérez, Oscar FelipeCarvajal Graciano, Juan PabloAguirre Sierra, Daniel DavidValoyes Mena, Werlin2021-11-23T13:53:25Z2021-11-23T13:53:25Z2021-10-19https://hdl.handle.net/20.500.12494/36478Carvajal Graciano, J. P. Aguirre Sierra, D. D. y Valoyes Mena, W. (2021). Concretos modificados con poliestireno: efecto de la incorporación de residuos de vidrio [Tesis de pregrado, Universidad Cooperativa de Colombia]. Repositorio Institucional UCC http://hdl.handle.net/20.500.12494/36478El concreto de poliestireno expandido es un material respetuoso con el medio ambiente, sin embargo, su resistencia a la compresión se ve disminuida, requiriendo la incorporación de materiales que mejoren sus propiedades mecánicas. En este trabajo se evaluó el efecto de la incorporación de residuos de vidrio sobre las propiedades mecánicas de concretos preparados con 10% de reemplazo en volumen de los agregados finos por poliestireno y residuos de vidrio en relaciones poliestireno: vidrio de 1:0, 1:1, 1:2, 1:3 y 1:4. Los resultados experimentales mostraron que un incremento en el contenido de vidrio es inversamente proporcional al asentamiento y directamente proporcional a la densidad. Para los concretos preparado se encontró que la incorporación de residuos de vidrio mejora ostensiblemente la resistencia a la compresión, siendo la relación poliestireno: vidrio 1:3 la que mostro la mejor resistencia a la compresión, la cual presentó un aumento del 37.2% con respecto al concreto preparado solo con poliestireno denotado como 0:0. La adición de residuos de vidrio al concreto preparado a partir de perlas poliestireno expandido mejoró sus propiedades mecánicas, y esto lo convierte en un sistema potencial para reemplazar los materiales tradicionales utilizados en la producción de concretos.Expanded polystyrene concrete is an environmentally friendly material, however, its compressivity is diminished, requiring the incorporation of materials that improve its mechanical properties. This paper evaluated the effect of the incorporation of glass residues on the mechanical properties of concrete prepared with 10% volume replacement of fine aggregates by polystyrene and glass residues in polystyrene: glass ratios of 1:0, 1:1, 1:2, 1:3 and 1:4. Experimental results showed that an increase in glass content is inversely proportional to settlement and directly proportional to density. For the concrete prepared it was found that the incorporation of glass residues ostensibly improves the resistance to compression, being the ratio polystyrene: glass 1:3 which showed the best resistance to compression, which presented an increase of 37.2% with respect to the concrete prepared only with polystyrene denoted as 0:0. The addition of glass residues to concrete prepared from expanded polystyrene improved its mechanical properties, making it a potential system to replace traditional materials used in concrete production.juan.carvajalg@campusucc.edu.codaniel.aguirres@campusucc.edu.cowerlin.valoyesm@campusucc.edu.co22 p.Universidad Cooperativa de Colombia, Facultad de Ingenierías, Ingeniería Civil, Medellín y EnvigadoIngeniería CivilMedellínConcreto modificadoResistencia a compresiónResiduos de vidrioPropiedades mecánicasPoliestireno expandidoTG 2021 ICI 36478Modified ConcreteCompressive strengthGlass wasteMechanical propertiesExpanded polystyreneConcretos modificados con poliestireno: efecto de la incorporación de residuos de vidrioTrabajo de grado - Pregradohttp://purl.org/coar/resource_type/c_7a1finfo:eu-repo/semantics/bachelorThesisinfo:eu-repo/semantics/acceptedVersionNINGUNAinfo:eu-repo/semantics/closedAccesshttp://purl.org/coar/access_right/c_14cbAssaad, J. J., & El Mir, A. (2020). Durability of polymer-modified lightweight flowable concrete made using expanded polystyrene. Construction and Building Materials, (249), 118764, https://doi.org/10.1016/j.conbuildmat.2020.118764ASTM (2012). ASTM C143/C143M. Standard Test Method for Slump of Hydraulic-Cement Concrete. American Society for Testing and Materials (ASTM).ASTM (2001). ASTM C127. Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate. American Society for Testing and Materials (ASTM).ASTM (2000). ASTM C192 / C192M - 15. Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory. American Society for Testing and Materials (ASTM).ASTM (2016). ASTM C29/C29M-07. Standard Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate. American Society for Testing and Materials (ASTM).Bahij, S., Omary, S., Feugeas, F., & Faqiri, A. (2020). Fresh and hardened properties of concrete containing different forms of plastic waste – A review. Waste Management, (113), 157–175, https://doi.org/10.1016/j.wasman.2020.05.048Balasubramanian, B., Gopala Krishna, G. V. T., Saraswathy, V., & Srinivasan, K. (2021). Experimental investigation on concrete partially replaced with waste glass powder and waste E-plastic. Construction and Building Materials, (278), 122400, https://doi.org/10.1016/j.conbuildmat.2021.122400Batayneh, M., Marie, I., & Asi, I. (2007). Use of selected waste materials in concrete mixes. Waste Management, 27(12), 1870–1876, https://doi.org/10.1016/j.wasman.2006.07.026Cadere, C. A., Barbuta, M., Rosca, B., Serbanoiu, A. A., Burlacu, A., & Oancea, I. (2018). Engineering properties of concrete with polystyrene granules. Procedia Manufacturing, (22), 288–293, https://doi.org/10.1016/j.promfg.2018.03.044Chhachhia, A. (2021). Concrete mix design by IS, ACI and BS methods: A Comparative Analysis. Journal of Building Material Science, 2(1), 30–33, https://doi.org/10.30564/jbms.v2i1.2636de Paula, F. G. F., de Castro, M. C. M., Ortega, P. F. R., Blanco, C., Lavall, R. L., & Santamaría, R. (2018). High value activated carbons from waste polystyrene foams. Microporous and Mesoporous Materials, 267(March), 181–184, https://doi.org/10.1016/j.micromeso.2018.03.027Demirboga, R., & Kan, A. (2012). Thermal conductivity and shrinkage properties of modified waste polystyrene aggregate concretes. Construction and Building Materials, (35), 730–734, https://doi.org/10.1016/j.conbuildmat.2012.04.105Elaqra, H. A., Haloub, M. A. A., & Rustom, R. N. (2019). Effect of new mixing method of glass powder as cement replacement on mechanical behavior of concrete. Construction and Building Materials, (203), 75–82, https://doi.org/10.1016/j.conbuildmat.2019.01.077Grzeszczyk, S., & Janus, G. (2020). Reactive powder concrete with lightweight aggregates.Construction and Building Materials, (263), 120164, https://doi.org/10.1016/j.conbuildmat.2020.120164Gu, L., & Ozbakkaloglu, T. (2016). Use of recycled plastics in concrete: A critical review. Waste Management, (51), 19–42, https://doi.org/10.1016/j.wasman.2016.03.005Guo, P., Meng, W., Nassif, H., Gou, H., & Bao, Y. (2020). New perspectives on recycling waste glass in manufacturing concrete for sustainable civil infrastructure. Construction and Building Materials, (257), 119579, https://doi.org/10.1016/j.conbuildmat.2020.119579Herki, B. A., Khatib, J. M., & Negim, E. M. (2013). Lightweight concrete made from waste polystyrene and fly ash. World Applied Sciences Journal, 21(9), 1356–1360, https://doi.org/10.5829/idosi.wasj.2013.21.9.20213Liu, N., & Chen, B. (2014). Experimental study of the influence of EPS particle size on the mechanical properties of EPS lightweight concrete. Construction and Building Materials, (68), 227–232, https://doi.org/10.1016/j.conbuildmat.2014.06.062Madandoust, R., Ranjbar, M. M., & Yasin Mousavi, S. (2011). An investigation on the fresh properties of self-compacted lightweight concrete containing expanded polystyrene. Construction and Building Materials, 25(9), 3721–3731, https://doi.org/10.1016/j.conbuildmat.2011.04.018Nikbin, I. M., & Golshekan, M. (2018). The effect of expanded polystyrene synthetic particles on the fracture parameters, brittleness and mechanical properties of concrete. Theoretical and Applied Fracture Mechanics, 94(February), 160–172, https://doi.org/10.1016/j.tafmec.2018.02.002Olofinnade, O., Chandra, S., & Chakraborty, P. (2020). Recycling of high impact polystyrene and low-density polyethylene plastic wastes in lightweight based concrete for sustainable construction. Materials Today: Proceedings, (38), 2151–2156, https://doi.org/10.1016/j.matpr.2020.05.176Pecce, M., Ceroni, F., Bibbò, F. A., & Acierno, S. (2015). Steel–concrete bond behaviour of lightweight concrete with expanded polystyrene (EPS). 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