Influencia de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos preparados con poliestireno
El concreto preparado a partir de poliestireno expandido (PE) es un material de construcción ligero, ambientalmente amigable, dependiendo de la densidad y los requisitos de resistencia, el concreto de poliestireno expandido PE se utiliza ampliamente en diferentes elementos estructurales. En este tra...
- Autores:
-
Limas Granados, David Santiago
Echeverry Sánchez, Nicol Fernanda
Valle Zapata, Elizabeth
Arbeláez Pérez, Oscar Felipe
- 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:20.500.12494/35816
- Acceso en línea:
- https://hdl.handle.net/20.500.12494/35816
- Palabra clave:
- Concreto modificado
Resistencia a Compresión
Microesferas de vidrio
Propiedades Mecánicas
TG 2021 ICI
- Rights
- closedAccess
- License
- Atribución
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Influencia de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos preparados con poliestireno |
| title |
Influencia de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos preparados con poliestireno |
| spellingShingle |
Influencia de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos preparados con poliestireno Concreto modificado Resistencia a Compresión Microesferas de vidrio Propiedades Mecánicas TG 2021 ICI |
| title_short |
Influencia de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos preparados con poliestireno |
| title_full |
Influencia de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos preparados con poliestireno |
| title_fullStr |
Influencia de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos preparados con poliestireno |
| title_full_unstemmed |
Influencia de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos preparados con poliestireno |
| title_sort |
Influencia de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos preparados con poliestireno |
| dc.creator.fl_str_mv |
Limas Granados, David Santiago Echeverry Sánchez, Nicol Fernanda Valle Zapata, Elizabeth Arbeláez Pérez, Oscar Felipe |
| dc.contributor.author.none.fl_str_mv |
Limas Granados, David Santiago Echeverry Sánchez, Nicol Fernanda Valle Zapata, Elizabeth Arbeláez Pérez, Oscar Felipe |
| dc.subject.spa.fl_str_mv |
Concreto modificado Resistencia a Compresión Microesferas de vidrio Propiedades Mecánicas |
| topic |
Concreto modificado Resistencia a Compresión Microesferas de vidrio Propiedades Mecánicas TG 2021 ICI |
| dc.subject.classification.spa.fl_str_mv |
TG 2021 ICI |
| description |
El concreto preparado a partir de poliestireno expandido (PE) es un material de construcción ligero, ambientalmente amigable, dependiendo de la densidad y los requisitos de resistencia, el concreto de poliestireno expandido PE se utiliza ampliamente en diferentes elementos estructurales. En este trabajo presenta los resultados de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos modificados con poliestireno expandido. Se prepararon especímenes cilíndricos de concreto modificado con una incorporación de 25% de poliestireno y reemplazos del 5, 10 y 15% de los agregados finos por microesferas de vidrio. Se encontró que un incremento en el contenido de microesferas fue directamente proporcional al asentamiento, la densidad y la resistencia a la compresión. El concreto preparado con un mayor contenido de microesferas, presentó la mayor resistencia a la compresión, alcanzado un aumento del 19% con respecto al material tradicional. La sustitución de microesferas de vidrio por agregado fino en las mezclas de concreto elaboradas a partir de poliestireno expandido mejora las propiedades mecánicas, asimismo se convierte en un sistema potencial como reemplazo de los materiales tradicionales en la elaboración de concreto. |
| publishDate |
2021 |
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2021-09-02T21:37:32Z |
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2021-09-02T21:37:32Z |
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2021-09-02 |
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Trabajo de grado - Pregrado |
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http://purl.org/coar/resource_type/c_7a1f |
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Valle, E; Limas, D. Echeverry, N; y Arbeláez O. (2021). Influencia de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos preparados con poliestireno. [Tesis de grado. Universidad Cooperativa de Colombia]. Repositorio Institucional UCC |
| url |
https://hdl.handle.net/20.500.12494/35816 |
| identifier_str_mv |
Valle, E; Limas, D. Echeverry, N; y Arbeláez O. (2021). Influencia de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos preparados con poliestireno. [Tesis de grado. Universidad Cooperativa de Colombia]. Repositorio Institucional UCC |
| dc.relation.references.spa.fl_str_mv |
K. Robalo, H. Costa, R. do Carmo, E. Júlio, Experimental development of low cement content and recycled construction and demolition waste aggregates concrete, Constr. Build. Mater. 273 (2021) 121680. https://doi.org/10.1016/j.conbuildmat.2020.121680. V.K. Kumar, A.K. Priya, G. Manikandan, A.S. Naveen, B. Nitishkumar, P. Pradeep, Review of materials used in light weight concrete, Mater. Today Proc. 37 (2020) 3538–3539. https://doi.org/10.1016/j.matpr.2020.09.425 N. Chaukura, W. Gwenzi, T. Bunhu, D.T. Ruziwa, I. Pumure, Potential uses and value-added products derived from waste polystyrene in developing countries: A review, Resour. Conserv. Recycl. 107 (2016) 157–165. https://doi.org/10.1016/j.resconrec.2015.10.031 O.F. Arbelaez-Perez, J.F. Venites-Mosquera, Y.M. Córdoba-Palacios, K.P. Mena-Ramírez, Propiedades mecánicas de concretos modificados con plástico marino reciclado en reemplazo de los agregados finos, Rev. Politécnica. 16 (2020) 77–84. https://doi.org/10.33571/rpolitec.v16n31a6. Z. Hamid, S. Rafiq, An experimental study on behavior of wood ash in concrete as partial replacement of cement, Mater. Today Proc. (2021). https://doi.org/10.1016/j.matpr.2020.11.776. A.A. Aliabdo, A.E.M. Abd Elmoaty, A.Y. Aboshama, Utilization of waste glass powder in the production of cement and concrete, Constr. Build. Mater. 124 (2016) 866–877. https://doi.org/10.1016/j.conbuildmat.2016.08.016. E. Aprianti, P. Shafigh, S. Bahri, J.N. Farahani, Supplementary cementitious materials origin from agricultural wastes - A review, Constr. Build. Mater. 74 (2015) 176–187. https://doi.org/10.1016/j.conbuildmat.2014.10.010. N. Kumar Sharma, Experimental study of concrete prepared by different waste products, Mater. Today Proc. (2021). https://doi.org/10.1016/j.matpr.2020.12.1150. https://www.grandviewresearch.com/industry-analysis/expanded-polystyrene- eps-market/toc. 2017, (2017) 2017. L. Gu, T. Ozbakkaloglu, Use of recycled plastics in concrete: A critical review, Waste Manag. 51 (2016) 19–42. https://doi.org/10.1016/j.wasman.2016.03.005. A.N. Uttaravalli, S. Dinda, B.R. Gidla, Scientific and engineering aspects of potential applications of post-consumer (waste) expanded polystyrene: A review, Process Saf. Environ. Prot. 137 (2020) 140–148. https://doi.org/10.1016/j.psep.2020.02.023. C.A. Cadere, M. Barbuta, B. Rosca, A.A. Serbanoiu, A. Burlacu, I. Oancea, Engineering properties of concrete with polystyrene granules, Procedia Manuf. 22 (2018) 288–293. https://doi.org/10.1016/j.promfg.2018.03.044. D.S. Babu, K. Ganesh Babu, T.H. Wee, Properties of lightweight expanded polystyrene aggregate concretes containing fly ash, Cem. Concr. Res. 35 (2005) 1218–1223. https://doi.org/10.1016/j.cemconres.2004.11.015. H.J. Mohammed, O.K. Aayeel, Flexural behavior of reinforced concrete beams containing recycled expandable polystyrene particles, J. Build. Eng. 32 (2020) 101805. https://doi.org/10.1016/j.jobe.2020.101805. R. Madandoust, M.M. Ranjbar, S. Yasin Mousavi, An investigation on the fresh properties of self-compacted lightweight concrete containing expanded polystyrene, Constr. Build. Mater. 25 (2011) 3721–3731. https://doi.org/10.1016/j.conbuildmat.2011.04.018. I.M. Nikbin, M. Golshekan, The effect of expanded polystyrene synthetic particles on the fracture parameters, brittleness and mechanical properties of concrete, Theor. Appl. Fract. Mech. 94 (2018) 160–172. https://doi.org/10.1016/j.tafmec.2018.02.002. B. Rosca, V. Corobceanu, Structural grade concrete containing expanded polystyrene beads with different particle distributions of normal weight aggregate, Mater. Today Proc. (2020). https://doi.org/10.1016/j.matpr.2020.10.517. D. Oreshkin, V. Semenov, T. Rozovskaya, Properties of Light-weight Extruded Concrete with Hollow Glass Microspheres, Procedia Eng. 153 (2016) 638–643. https://doi.org/10.1016/j.proeng.2016.08.214. J.P. Valencia-Villegas, A.M. González Mesa, O.F. Arbeláez-Pérez, Properties of modified concrete with crumb rubber: Effect of the incorporation of hollow glass microspheres, Rev. Fac. Ing. Univ. Antioquia. (2020) 1–10. https://doi.org/10.17533/udea.redin.20200473. J.P. Valencia Villegas, A.M. González Mesa, O.F. Arbelaez Perez, Evaluación de las propiedades mecánicas de concretos modificados con microesferas de vidrio y residuos de llantas, Lámpsakos. (2019). https://doi.org/10.21501/21454086.3283. L. Wang, F. Aslani, I. Hajirasouliha, E. Roquino, Ultra-lightweight engineered cementitious composite using waste recycled hollow glass microspheres, J. Clean. Prod. 249 (2020) 119331. https://doi.org/10.1016/j.jclepro.2019.119331. ASTM International, Standard Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate, ASTM C29/C29M-07. United States, 2007. ASTM International, Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate, ASTM C127-15. United States, 2015. ASTM International, Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying, ASTM C566-19. United States, 2019. ASTM International, Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates, ASTM C136/C136M-19. United States, 2019. ACI Committee, Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete, ACI 211.1-91. United States, 1991. ASTM International, Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory, ASTM C192/C192M-19. United States, 2019. ASTM International, Standard Test Method for Slump of Hydraulic-Cement Concrete, ASTM C143/C143M-20. United States, 2020. ASTM International, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens, ASTM C496/C496M-17. United States, 2017. EFNARC (European Federation of Specialist Construction Chemicals and Concrete Systems). The European guidelines for selfcompacting concrete: Specification, production and use 2005 U.K., (2005) 2020. B. Balasubramanian, G.V.T. Gopala Krishna, V. Saraswathy, K. Srinivasan, Experimental investigation on concrete partially replaced with waste glass powder and waste E-plastic, Constr. Build. Mater. 278 (2021) 122400. https://doi.org/10.1016/j.conbuildmat.2021.122400. A.H. Medher, A.I. Al-Hadithi, N. Hilal, The Possibility of Producing Self-Compacting Lightweight Concrete by Using Expanded Polystyrene Beads as Coarse Aggregate, Arab. J. Sci. Eng. (2020). https://doi.org/10.1007/s13369-020-04886-9. S. Grzeszczyk, G. Janus, Reactive powder concrete with lightweight aggregates, Constr. Build. Mater. 263 (2020) 120164. https://doi.org/10.1016/j.conbuildmat.2020.120164. H. Su, J. Yang, T. Ling, G.S. Ghataora, S. Dirar, Properties of concrete prepared with waste tyre rubber particles of uniform and varying sizes, J. Clean. Prod. 91 (2015) 288–296. https://doi.org/10.1016/j.jclepro.2014.12.022. |
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Limas Granados, David SantiagoEcheverry Sánchez, Nicol FernandaValle Zapata, ElizabethArbeláez Pérez, Oscar Felipe2021-09-02T21:37:32Z2021-09-02T21:37:32Z2021-09-02https://hdl.handle.net/20.500.12494/35816Valle, E; Limas, D. Echeverry, N; y Arbeláez O. (2021). Influencia de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos preparados con poliestireno. [Tesis de grado. Universidad Cooperativa de Colombia]. Repositorio Institucional UCCEl concreto preparado a partir de poliestireno expandido (PE) es un material de construcción ligero, ambientalmente amigable, dependiendo de la densidad y los requisitos de resistencia, el concreto de poliestireno expandido PE se utiliza ampliamente en diferentes elementos estructurales. En este trabajo presenta los resultados de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos modificados con poliestireno expandido. Se prepararon especímenes cilíndricos de concreto modificado con una incorporación de 25% de poliestireno y reemplazos del 5, 10 y 15% de los agregados finos por microesferas de vidrio. Se encontró que un incremento en el contenido de microesferas fue directamente proporcional al asentamiento, la densidad y la resistencia a la compresión. El concreto preparado con un mayor contenido de microesferas, presentó la mayor resistencia a la compresión, alcanzado un aumento del 19% con respecto al material tradicional. La sustitución de microesferas de vidrio por agregado fino en las mezclas de concreto elaboradas a partir de poliestireno expandido mejora las propiedades mecánicas, asimismo se convierte en un sistema potencial como reemplazo de los materiales tradicionales en la elaboración de concreto.Concrete prepared from expanded polystyrene EPS is lightweight building material and environmentally friendly, depending on the concrete density and strength requirements, EPS concrete is used extensively in different structural elements. This work presents the results of the incorporation of glass microspheres in the mechanical properties of concrete modified with expanded polystyrene. Cylindrical specimens of modified concrete were prepared with an incorporation of 25% polystyrene and replacements of 5, 10 and 15% of the fine aggregates by glass microspheres. It was found that an increase in microsphere content was directly proportional to slump, density and compressive strength. The concrete prepared with higher content of microspheres exhibited the highest compressive strength, reaching an increase of 19% over the control specimen. The incorporation of glass microspheres for fine aggregate in concrete mixtures made from expanded polystyrene improves the mechanical properties; it also becomes a potential system as a replacement for traditional materials in the preparation of concrete.elizabeth.vallez@campusucc.edu.codavid.limasg@campusucc.edu.conicol.echeverrys@campusucc.edu.cooscar.arbelaez@campusucc.edu.co11 p.Universidad Cooperativa de Colombia, Facultad de Ingenierías, Ingeniería Civil, Medellín y EnvigadoIngeniería CivilMedellínConcreto modificadoResistencia a CompresiónMicroesferas de vidrioPropiedades MecánicasTG 2021 ICIInfluencia de la incorporación de microesferas de vidrio en las propiedades mecánicas de concretos preparados con poliestirenoTrabajo de grado - Pregradohttp://purl.org/coar/resource_type/c_7a1finfo:eu-repo/semantics/bachelorThesisinfo:eu-repo/semantics/acceptedVersionAtribucióninfo:eu-repo/semantics/closedAccesshttp://purl.org/coar/access_right/c_14cbK. Robalo, H. Costa, R. do Carmo, E. Júlio, Experimental development of low cement content and recycled construction and demolition waste aggregates concrete, Constr. Build. Mater. 273 (2021) 121680. https://doi.org/10.1016/j.conbuildmat.2020.121680.V.K. Kumar, A.K. Priya, G. Manikandan, A.S. Naveen, B. Nitishkumar, P. Pradeep, Review of materials used in light weight concrete, Mater. Today Proc. 37 (2020) 3538–3539. https://doi.org/10.1016/j.matpr.2020.09.425N. Chaukura, W. Gwenzi, T. Bunhu, D.T. Ruziwa, I. Pumure, Potential uses and value-added products derived from waste polystyrene in developing countries: A review, Resour. Conserv. Recycl. 107 (2016) 157–165. https://doi.org/10.1016/j.resconrec.2015.10.031O.F. Arbelaez-Perez, J.F. Venites-Mosquera, Y.M. Córdoba-Palacios, K.P. Mena-Ramírez, Propiedades mecánicas de concretos modificados con plástico marino reciclado en reemplazo de los agregados finos, Rev. Politécnica. 16 (2020) 77–84. https://doi.org/10.33571/rpolitec.v16n31a6.Z. Hamid, S. Rafiq, An experimental study on behavior of wood ash in concrete as partial replacement of cement, Mater. Today Proc. (2021). https://doi.org/10.1016/j.matpr.2020.11.776.A.A. Aliabdo, A.E.M. Abd Elmoaty, A.Y. Aboshama, Utilization of waste glass powder in the production of cement and concrete, Constr. Build. Mater. 124 (2016) 866–877. https://doi.org/10.1016/j.conbuildmat.2016.08.016.E. Aprianti, P. Shafigh, S. Bahri, J.N. Farahani, Supplementary cementitious materials origin from agricultural wastes - A review, Constr. Build. Mater. 74 (2015) 176–187. https://doi.org/10.1016/j.conbuildmat.2014.10.010.N. Kumar Sharma, Experimental study of concrete prepared by different waste products, Mater. Today Proc. (2021). https://doi.org/10.1016/j.matpr.2020.12.1150.https://www.grandviewresearch.com/industry-analysis/expanded-polystyrene- eps-market/toc. 2017, (2017) 2017.L. Gu, T. Ozbakkaloglu, Use of recycled plastics in concrete: A critical review, Waste Manag. 51 (2016) 19–42. https://doi.org/10.1016/j.wasman.2016.03.005.A.N. Uttaravalli, S. Dinda, B.R. Gidla, Scientific and engineering aspects of potential applications of post-consumer (waste) expanded polystyrene: A review, Process Saf. Environ. Prot. 137 (2020) 140–148. https://doi.org/10.1016/j.psep.2020.02.023.C.A. Cadere, M. Barbuta, B. Rosca, A.A. Serbanoiu, A. Burlacu, I. Oancea, Engineering properties of concrete with polystyrene granules, Procedia Manuf. 22 (2018) 288–293. https://doi.org/10.1016/j.promfg.2018.03.044.D.S. Babu, K. Ganesh Babu, T.H. Wee, Properties of lightweight expanded polystyrene aggregate concretes containing fly ash, Cem. Concr. Res. 35 (2005) 1218–1223. https://doi.org/10.1016/j.cemconres.2004.11.015.H.J. Mohammed, O.K. Aayeel, Flexural behavior of reinforced concrete beams containing recycled expandable polystyrene particles, J. Build. Eng. 32 (2020) 101805. https://doi.org/10.1016/j.jobe.2020.101805.R. Madandoust, M.M. Ranjbar, S. Yasin Mousavi, An investigation on the fresh properties of self-compacted lightweight concrete containing expanded polystyrene, Constr. Build. Mater. 25 (2011) 3721–3731. https://doi.org/10.1016/j.conbuildmat.2011.04.018.I.M. Nikbin, M. Golshekan, The effect of expanded polystyrene synthetic particles on the fracture parameters, brittleness and mechanical properties of concrete, Theor. Appl. Fract. Mech. 94 (2018) 160–172. https://doi.org/10.1016/j.tafmec.2018.02.002.B. Rosca, V. Corobceanu, Structural grade concrete containing expanded polystyrene beads with different particle distributions of normal weight aggregate, Mater. Today Proc. (2020). https://doi.org/10.1016/j.matpr.2020.10.517.D. Oreshkin, V. Semenov, T. Rozovskaya, Properties of Light-weight Extruded Concrete with Hollow Glass Microspheres, Procedia Eng. 153 (2016) 638–643. https://doi.org/10.1016/j.proeng.2016.08.214.J.P. Valencia-Villegas, A.M. González Mesa, O.F. Arbeláez-Pérez, Properties of modified concrete with crumb rubber: Effect of the incorporation of hollow glass microspheres, Rev. Fac. Ing. Univ. Antioquia. (2020) 1–10. https://doi.org/10.17533/udea.redin.20200473.J.P. Valencia Villegas, A.M. González Mesa, O.F. Arbelaez Perez, Evaluación de las propiedades mecánicas de concretos modificados con microesferas de vidrio y residuos de llantas, Lámpsakos. (2019). https://doi.org/10.21501/21454086.3283.L. Wang, F. Aslani, I. Hajirasouliha, E. Roquino, Ultra-lightweight engineered cementitious composite using waste recycled hollow glass microspheres, J. Clean. Prod. 249 (2020) 119331. https://doi.org/10.1016/j.jclepro.2019.119331.ASTM International, Standard Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate, ASTM C29/C29M-07. United States, 2007.ASTM International, Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate, ASTM C127-15. United States, 2015.ASTM International, Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying, ASTM C566-19. United States, 2019.ASTM International, Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates, ASTM C136/C136M-19. United States, 2019.ACI Committee, Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete, ACI 211.1-91. United States, 1991.ASTM International, Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory, ASTM C192/C192M-19. United States, 2019.ASTM International, Standard Test Method for Slump of Hydraulic-Cement Concrete, ASTM C143/C143M-20. United States, 2020.ASTM International, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens, ASTM C496/C496M-17. United States, 2017.EFNARC (European Federation of Specialist Construction Chemicals and Concrete Systems). 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