Ceniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación.

La disposición de la cáscara de coco es un problema de eliminación de desechos en países como indonesia, filipinas y la india, donde se concentra la mayor producción de coco en el mundo. Cuando la cáscara de coco se calcina produce cenizas, las cuales son un material aglutinante potencial para prepa...

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Autores:: Cossio Sánchez, Ceiler Fabian
Williams Urango, Eliana
Palacios Mosquera, Dissy Giselle

Tipo de recurso:: Trabajo de grado de pregrado

Fecha de publicación:: 2023

Institución:: Universidad Cooperativa de Colombia

Repositorio:: Repositorio UCC

Idioma:

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dc.title.none.fl_str_mv	Ceniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación.
title	Ceniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación.
spellingShingle	Ceniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación. Cáscara de coco Análisis de costos Propiedades mecánicas Tratamiento térmico Residuos agroindustriales Hormigón TG 2023 ICI 49327 Coconut shell Cost analysis Mechanical properties Heat-treatment Concrete Agro-waste
title_short	Ceniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación.
title_full	Ceniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación.
title_fullStr	Ceniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación.
title_full_unstemmed	Ceniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación.
title_sort	Ceniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación.
dc.creator.fl_str_mv	Cossio Sánchez, Ceiler Fabian Williams Urango, Eliana Palacios Mosquera, Dissy Giselle
dc.contributor.advisor.none.fl_str_mv	Arbeláez Pérez, Oscar Felipe
dc.contributor.author.none.fl_str_mv	Cossio Sánchez, Ceiler Fabian Williams Urango, Eliana Palacios Mosquera, Dissy Giselle
dc.subject.none.fl_str_mv	Cáscara de coco Análisis de costos Propiedades mecánicas Tratamiento térmico Residuos agroindustriales Hormigón
topic	Cáscara de coco Análisis de costos Propiedades mecánicas Tratamiento térmico Residuos agroindustriales Hormigón TG 2023 ICI 49327 Coconut shell Cost analysis Mechanical properties Heat-treatment Concrete Agro-waste
dc.subject.classification.none.fl_str_mv	TG 2023 ICI 49327
dc.subject.other.none.fl_str_mv	Coconut shell Cost analysis Mechanical properties Heat-treatment Concrete Agro-waste
description	La disposición de la cáscara de coco es un problema de eliminación de desechos en países como indonesia, filipinas y la india, donde se concentra la mayor producción de coco en el mundo. Cuando la cáscara de coco se calcina produce cenizas, las cuales son un material aglutinante potencial para preparar hormigón. En este trabajo se calcinó cáscara de coco a tres temperaturas diferentes a saber: 400 °C, 500 °C y 600 °C durante un periodo de 3 horas. Las cenizas producidas se emplearon como sustituto del cemento. Las características físicas y químicas de las cenizas se evaluaron por área superficial y DRX. El efecto de la sustitución parcial de las cenizas en reemplazo del cemento se evaluó mediante ensayos de trabajabilidad y resistencia mecánica como la densidad, el asentamiento, resistencia a compresión. Los resultados experimentales demostraron que 600 °C es la temperatura de combustión más adecuada para la calcinación de la cáscara de coco, con presencia de SiO2 amorfo y una menor área superficial al aumentar la temperatura de calcinación. Además, en contraste con el hormigón de control, el aumento de la temperatura de combustión disminuye la trabajabilidad medida en asentamiento del concreto. pero mejora su resistencia mecánica. Finalmente, la resistencia a compresión de la mezcla que incorporó cenizas de cáscara de coco calcinadas a 600 °C fue superior a las demás. Se encontró adicionalmente que esta temperatura era convincente considerando el costo de preparar las cenizas.
publishDate	2023
dc.date.accessioned.none.fl_str_mv	2023-05-17T15:27:32Z
dc.date.available.none.fl_str_mv	2023-05-17T15:27:32Z
dc.date.issued.none.fl_str_mv	2023-05-05
dc.type.none.fl_str_mv	Trabajo de grado - Pregrado
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dc.identifier.uri.none.fl_str_mv	https://hdl.handle.net/20.500.12494/49327
dc.identifier.bibliographicCitation.none.fl_str_mv	Cossio Mena, C. F., Williams Urango, E. y Palacios Mosquera, D. G. (2023). Ceniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación. [Tesis de pregrado, Universidad Cooperativa de Colombia]. Repositorio Institucional Universidad Cooperativa de Colombia. https://repository.ucc.edu.co/handle/20.500.12494/49327
url	https://hdl.handle.net/20.500.12494/49327
identifier_str_mv	Cossio Mena, C. F., Williams Urango, E. y Palacios Mosquera, D. G. (2023). Ceniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación. [Tesis de pregrado, Universidad Cooperativa de Colombia]. Repositorio Institucional Universidad Cooperativa de Colombia. https://repository.ucc.edu.co/handle/20.500.12494/49327
dc.relation.references.none.fl_str_mv	Y. A. Villagrán-Zaccardi, A. T. M. Marsh, M. E. Sosa, C. J. Zega, N. De Belie, and S. A. Bernal, “Complete re-utilization of waste concretes–Valorisation pathways and research needs,” Resour. Conserv. Recycl., vol. 177, 2022, doi: 10.1016/j.resconrec.2021.105955. J. Pokorný, R. Ševčík, J. Šál, L. Fiala, L. Zárybnická, and L. Podolka, “Bio-based aggregate in the production of advanced thermal-insulating concrete with improved acoustic performance,” Constr. Build. Mater., vol. 358, no. March, 2022, doi: 10.1016/j.conbuildmat.2022.129436. K. Celik et al., “High-volume natural volcanic pozzolan and limestone powder as partial replacements for portland cement in self-compacting and sustainable concrete,” Cem. Concr. Compos., vol. 45, pp. 136–147, 2014, doi: 10.1016/j.cemconcomp.2013.09.003. W. Xing, V. W. Tam, K. N. Le, J. L. Hao, and J. Wang, “Life cycle assessment of recycled aggregate concrete on its environmental impacts: A critical review,” Constr. Build. Mater., vol. 317, 2022, doi: 10.1016/j.conbuildmat.2021.125950. S. A. Miller, G. Habert, R. J. Myers, and J. T. Harvey, “Achieving net zero greenhouse gas emissions in the cement industry via value chain mitigation strategies,” One Earth, vol. 4, no. 10, pp. 1398–1411, 2021, doi: 10.1016/j.oneear.2021.09.011. S. A. Miller, A. Horvath, and P. J. M. Monteiro, “Readily implementable techniques can cut annual CO2 emissions from the production of concrete by over 20%,” Environ. Res. Lett., vol. 11, no. 7, 2016, doi: 10.1088/1748-9326/11/7/074029. A. Alsalman, L. N. Assi, R. S. Kareem, K. Carter, and P. Ziehl, “Energy and CO2 emission assessments of alkali-activated concrete and Ordinary Portland Cement concrete: A comparative analysis of different grades of concrete,” Clean. Environ. Syst., vol. 3, no. April, p. 100047, 2021, doi: 10.1016/j.cesys.2021.100047. M. N. Amin, T. Murtaza, K. Shahzada, K. Khan, and M. Adil, “Pozzolanic potential and mechanical performance of wheat straw ash incorporated sustainable concrete,” Sustain., vol. 11, no. 2, pp. 1–20, 2019, doi: 10.3390/su11020519. S. . Banger, S. . Phalke, A. . Gawade, R. . Tambe, and A. . Rahane, “A review paper on replacement of cement with bagasse,” Int. J. Eng. Sci. Manag., vol. 7, no. March, pp. 127–131, 2017. H. M. Hamada et al., “Sustainable use of palm oil fuel ash as a supplementary cementitious material: A comprehensive review,” J. Build. Eng., vol. 40, no. July 2020, p. 102286, 2021, doi: 10.1016/j.jobe.2021.102286 A. Siddika, M. A. Al Mamun, R. Alyousef, and H. Mohammadhosseini, “State-of-the-art-review on rice husk ash: A supplementary cementitious material in concrete,” J. King Saud Univ. - Eng. Sci., vol. 33, no. 5, pp. 294–307, 2021, doi: 10.1016/j.jksues.2020.10.006. S. Ali, U. Javed, and R. Arsalan, “Eco-friendly utilization of corncob ash as partial replacement of sand in concrete,” Constr. Build. Mater., vol. 195, pp. 165–177, 2019, doi: 10.1016/j.conbuildmat.2018.11.063. S. Kumari and R. Walia, “Life cycle assessment of sustainable concrete by utilizing groundnut husk ash in concrete,” Mater. Today Proc., vol. 49, pp. 1910–1915, 2021, doi: 10.1016/j.matpr.2021.08.082. X. Li et al., “A systematic review of waste materials in cement-based composites for construction applications,” J. Build. Eng., vol. 45, no. July 2021, p. 103447, 2022, doi: 10.1016/j.jobe.2021.103447. R. Tomar, K. Kishore, H. Singh Parihar, and N. Gupta, “A comprehensive study of waste coconut shell aggregate as raw material in concrete,” Mater. Today Proc., vol. 44, pp. 437–443, 2021, doi: https://doi.org/10.1016/j.matpr.2020.09.754. H. Liu, Q. Li, and S. Ni, “Assessment of the engineering properties of biomass recycled aggregate concrete developed from coconut shells,” Constr. Build. Mater., vol. 342, p. 128015, 2022, doi: https://doi.org/10.1016/j.conbuildmat.2022.128015. E. Quiñones-Bolaños, M. Gómez-Oviedo, J. Mouthon-Bello, L. Sierra-Vitola, U. Berardi, and C. Bustillo-Lecompte, “Potential use of coconut fibre modified mortars to enhance thermal comfort in low-income housing,” J. Environ. Manage., vol. 277, no. October 2020, 2021, doi: 10.1016/j.jenvman.2020.111503. E. E. Ikponmwosa, S. Ehikhuenmen, J. Emeshie, and A. Adesina, “Performance of Coconut Shell Alkali-Activated Concrete: Experimental Investigation and Statistical Modelling,” Silicon, vol. 13, no. 2, pp. 335–340, 2021, doi: 10.1007/s12633-020-00435-z. N. Bheel, S. K. Mahro, and A. Adesina, “Influence of coconut shell ash on workability, mechanical properties, and embodied carbon of concrete,” Environ. Sci. Pollut. Res., vol. 28, no. 5, pp. 5682–5692, 2021, doi: 10.1007/s11356-020-10882-1. A. J. Adeala, J. O. Olaoye, and A. A. Adeniji, “Potential of Coconut Shell Ash as Partial Replacement of Ordinary Portland Cement in Concrete Production,” Int. J. Eng. Sci. Invent., vol. 9, no. 1, pp. 47–53, 2020. Z. Itam, A. Dzar Johar, A. Syamsir, M. Zainoodin, S. M. M. Shaikh Ahmad Fadzil, and S. Beddu, “Utilization of coconut shell as a supplementary cementitious material in concrete,” Mater. Today Proc., vol. 66, pp. 2818–2823, 2022, doi: 10.1016/j.matpr.2022.06.522. Y. Shinohara and N. Kohyama, “Quantitative Analysis of Tridymite and Cristobalite Crystallized in Rice Husk Ash by Heating,” Ind. Health, vol. 42, no. 2, pp. 277–285, 2004, doi: 10.2486/indhealth.42.277. R. S. Bie, X. F. Song, Q. Q. Liu, X. Y. Ji, and P. Chen, “Studies on effects of burning conditions and rice husk ash (RHA) blending amount on the mechanical behavior of cement,” Cem. Concr. Compos., vol. 55, pp. 162–168, 2015, doi: 10.1016/j.cemconcomp.2014.09.008. G. C. Cordeiro, R. D. Toledo Filho, and E. M. R. 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Yin, “Recycling of phosphogypsum to prepare gypsum plaster: Effect of calcination temperature,” J. Build. Eng., vol. 45, no. September 2021, p. 103511, 2022, doi: 10.1016/j.jobe.2021.103511. M. W. Clark et al., “High-efficiency cogeneration boiler bagasse-ash geochemistry and mineralogical change effects on the potential reuse in synthetic zeolites, geopolymers, cements, mortars, and concretes,” Heliyon, vol. 3, no. 4, p. e00294, 2017, doi: 10.1016/j.heliyon.2017.e00294. B. S. Thomas, J. Yang, K. H. Mo, J. A. Abdalla, R. A. Hawileh, and E. Ariyachandra, “Biomass ashes from agricultural wastes as supplementary cementitious materials or aggregate replacement in cement/geopolymer concrete: A comprehensive review,” J. Build. Eng., vol. 40, no. July 2020, p. 102332, 2021, doi: 10.1016/j.jobe.2021.102332. A. S. Ruviaro et al., “Characterization and investigation of the use of oat husk ash as supplementary cementitious material as partial replacement of Portland cement: Analysis of fresh and hardened properties and environmental assessment,” Constr. Build. Mater., vol. 363, no. September 2022, p. 129762, 2023, doi: 10.1016/j.conbuildmat.2022.129762.
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dc.publisher.none.fl_str_mv	Universidad Cooperativa de Colombia, Facultad de Ingenierías, Ingeniería Civil, Medellín y Envigado
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spelling	Arbeláez Pérez, Oscar Felipe Cossio Sánchez, Ceiler FabianWilliams Urango, ElianaPalacios Mosquera, Dissy Giselle2023-05-17T15:27:32Z2023-05-17T15:27:32Z2023-05-05https://hdl.handle.net/20.500.12494/49327Cossio Mena, C. F., Williams Urango, E. y Palacios Mosquera, D. G. (2023). Ceniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación. [Tesis de pregrado, Universidad Cooperativa de Colombia]. Repositorio Institucional Universidad Cooperativa de Colombia. https://repository.ucc.edu.co/handle/20.500.12494/49327La disposición de la cáscara de coco es un problema de eliminación de desechos en países como indonesia, filipinas y la india, donde se concentra la mayor producción de coco en el mundo. Cuando la cáscara de coco se calcina produce cenizas, las cuales son un material aglutinante potencial para preparar hormigón. En este trabajo se calcinó cáscara de coco a tres temperaturas diferentes a saber: 400 °C, 500 °C y 600 °C durante un periodo de 3 horas. Las cenizas producidas se emplearon como sustituto del cemento. Las características físicas y químicas de las cenizas se evaluaron por área superficial y DRX. El efecto de la sustitución parcial de las cenizas en reemplazo del cemento se evaluó mediante ensayos de trabajabilidad y resistencia mecánica como la densidad, el asentamiento, resistencia a compresión. Los resultados experimentales demostraron que 600 °C es la temperatura de combustión más adecuada para la calcinación de la cáscara de coco, con presencia de SiO2 amorfo y una menor área superficial al aumentar la temperatura de calcinación. Además, en contraste con el hormigón de control, el aumento de la temperatura de combustión disminuye la trabajabilidad medida en asentamiento del concreto. pero mejora su resistencia mecánica. Finalmente, la resistencia a compresión de la mezcla que incorporó cenizas de cáscara de coco calcinadas a 600 °C fue superior a las demás. Se encontró adicionalmente que esta temperatura era convincente considerando el costo de preparar las cenizas.Coconut husk disposal is a waste disposal problem in countries such as Indonesia, the Philippines and India, where the largest coconut production in the world is concentrated. When coconut shell is calcined it produces ash, which is a potential binding material for preparing concrete. In this work, coconut shell was calcined at three different temperatures, namely: 400 °C, 500 °C and 600 °C for a period of 3 hours. The ashes produced were used as a substitute for cement. The physical and chemical characteristics of the ashes were evaluated by surface area and DRX. The effect of the partial replacement of the ashes in replacement of the cement was evaluated by tests of workability and mechanical resistance such as density, settlement, compressive strength. The experimental results showed that 600 °C is the most suitable combustion temperature for the calcination of the coconut shell, with the presence of amorphous SiO2 and a lower surface area when the calcination temperature increases. Also, in contrast to the control concrete, increasing the combustion temperature decreases the slump-measured workability of the concrete. but improves its mechanical resistance. Finally, the compressive strength of the mixture that incorporated coconut shell ashes calcined at 600 °C was higher than the others. This temperature was further found to be convincing considering the cost of preparing the ashes.ceiler.cossiosan@campusucc.edu.coeliana.williams@campusucc.edu.codissy.palacios@campusucc.edu.co11 p.Universidad Cooperativa de Colombia, Facultad de Ingenierías, Ingeniería Civil, Medellín y EnvigadoIngeniería CivilMedellínCáscara de cocoAnálisis de costosPropiedades mecánicasTratamiento térmicoResiduos agroindustrialesHormigónTG 2023 ICI 49327Coconut shellCost analysisMechanical propertiesHeat-treatmentConcreteAgro-wasteCeniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación.Trabajo de grado - Pregradohttp://purl.org/coar/resource_type/c_7a1finfo:eu-repo/semantics/bachelorThesisinfo:eu-repo/semantics/acceptedVersionAtribución – No comercial – Sin Derivarinfo:eu-repo/semantics/closedAccesshttp://purl.org/coar/access_right/c_14cbY. A. Villagrán-Zaccardi, A. T. M. Marsh, M. E. Sosa, C. J. Zega, N. De Belie, and S. A. Bernal, “Complete re-utilization of waste concretes–Valorisation pathways and research needs,” Resour. Conserv. Recycl., vol. 177, 2022, doi: 10.1016/j.resconrec.2021.105955.J. Pokorný, R. Ševčík, J. Šál, L. Fiala, L. Zárybnická, and L. Podolka, “Bio-based aggregate in the production of advanced thermal-insulating concrete with improved acoustic performance,” Constr. Build. Mater., vol. 358, no. March, 2022, doi: 10.1016/j.conbuildmat.2022.129436.K. Celik et al., “High-volume natural volcanic pozzolan and limestone powder as partial replacements for portland cement in self-compacting and sustainable concrete,” Cem. Concr. Compos., vol. 45, pp. 136–147, 2014, doi: 10.1016/j.cemconcomp.2013.09.003.W. Xing, V. W. Tam, K. N. Le, J. L. Hao, and J. Wang, “Life cycle assessment of recycled aggregate concrete on its environmental impacts: A critical review,” Constr. Build. Mater., vol. 317, 2022, doi: 10.1016/j.conbuildmat.2021.125950.S. A. Miller, G. Habert, R. J. Myers, and J. T. 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Ceniza de cáscara de coco como sustituto del cemento: efecto de la temperatura de calcinación.

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