Evaluación de la reología de pastas de cemento adicionadas con arcillas calcinadas y calizas en presencia de aditivos superplastificantes

dc.contributor.advisorLizarazo Marriaga, Juan Manuelspa
dc.contributor.advisorArango Londoño, Juan Fernandospa
dc.contributor.authorVelandia Larrotta, Henry Felipespa
dc.contributor.researchgroupAnálisis, Diseño y Materiales Giesspa
dc.date.accessioned2025-02-03T15:27:35Z
dc.date.available2025-02-03T15:27:35Z
dc.date.issued2024
dc.descriptionilustraciones, diagramas, fotografías, tablasspa
dc.description.abstractEn el desarrollo de este trabajo se realizaron pruebas experimentales con el fin de determinar el comportamiento en estado fresco de pastas de cemento adicionadas con arcilla calcinada (cemento LC3) por medio de ensayos de reología. Por otra parte, se realizaron ensayos de caracterización como: densidad, finura, consistencia normal, tiempos de fraguado, minislump, fluidez y resistencia a la compresión con el fin de tener un mejor conocimiento del material estudiado y describir de manera detallada su comportamiento físico durante la primera hora de fraguado. La adición de arcilla calcinada y caliza en las pastas de cemento genera un aumento en la demanda de agua de la mezcla, aumenta el esfuerzo de fluencia y disminuye la viscosidad. En este sentido, se probaron aditivos superplastificante disponibles en el mercado nacional (Viscocrete 3100 y Sikaplast 5500) con el fin de evaluar su aporte para mejorar las propiedades en estado fresco. El aditivo Viscocrete 3100 generó una reducción en el esfuerzo de fluencia y en la viscosidad tanto en la mezcla de referencia como en las mezclas adicionadas durante la primera hora del fraguado. Además, el aditivo Sikaplast redujo el esfuerzo de fluencia y la viscosidad, y tiene la propiedad de conservar esta última propiedad física durante la primera hora del fraguado, lo cual es un aspecto para destacar para prevenir la posible segregación en la pasta de cemento (Texto tomado de la fuente).spa
dc.description.abstractIn the development of this project, experimental tests were conducted to determine the fresh-state behavior of cement pastes supplemented with calcined clay (LC3 cement) through rheology tests. Additionally, characterization tests such as density, fineness, normal consistency, setting times, mini-slump, flowability, and compressive strength were carried out to gain a better understanding of the material under study and to describe its physical behavior in detail during the first hour of setting. The addition of calcined clay and limestone to the cement pastes increases the water demand of the mixture, raises the yield stress, and decreases the viscosity. In this regard, superplasticizer additives available in the national market (Viscocrete 3100 and Sikaplast 5500) were tested to assess their contribution in improving fresh-state properties. The Viscocrete 3100 additive results in a reduction of both yield stress and viscosity in the reference mixture as well as in the supplemented mixtures during the first hour of setting. Furthermore, the Sikaplast additive reduces yield stress and viscosity, but it has the property of maintaining the latter physical property during the first hour of setting, which is noteworthy for preventing potential segregation in the cement paste.eng
dc.description.degreelevelMaestríaspa
dc.description.degreenameMagíster en Ingeniería - Estructurasspa
dc.description.methodsLa metodología de este trabajo final de maestría está dividida en seis fases: 1. selección de materiales, plastificantes y definición de proporciones de mezcla; 2: definición del protocolo experimental del viscosímetro, 3: caracterización de los materiales, 4: ensayos previos, 5: ensayos definitivos y 6: consolidación y análisis de datos. En la Figura 5-1 se observa el esquema de las seis fases principales de la investigación, teniendo en cuenta el carácter experimental del trabajo final.spa
dc.description.notesContiene texto, ilustraciones, tablasspa
dc.description.researchareaMateriales para estructurasspa
dc.format.extentxxii, 165 páginasspa
dc.format.mimetypeapplication/pdfspa
dc.identifier.instnameUniversidad Nacional de Colombiaspa
dc.identifier.reponameRepositorio Institucional Universidad Nacional de Colombiaspa
dc.identifier.repourlhttps://repositorio.unal.edu.co/spa
dc.identifier.urihttps://repositorio.unal.edu.co/handle/unal/87436
dc.language.isospaspa
dc.publisherUniversidad Nacional de Colombiaspa
dc.publisher.branchUniversidad Nacional de Colombia - Sede Bogotáspa
dc.publisher.facultyFacultad de Ingenieríaspa
dc.publisher.placeBogotá, Colombiaspa
dc.publisher.programBogotá - Ingeniería - Maestría en Ingeniería - Estructurasspa
dc.relation.referencesK. Scrivener et al., “Impacting factors and properties of limestone calcined clay cements (LC3),” Green Mater, vol. 7, no. 1, pp. 3–14, 2018, doi: 10.1680/jgrma.18.00029.spa
dc.relation.referencesOrganización de las Naciones Unidas, “Acuerdo de París,” Cooperativismo & Desarrollo, p. 29, 2015, [Online]. Available: https://unfccc.int/es/process-and-meetings/the-paris-agreement/el-acuerdo-de-parisspa
dc.relation.referencesM. Valente, M. Sambucci, M. Chougan, and S. H. Ghaffar, “Reducing the emission of climate-altering substances in cementitious materials: A comparison between alkali-activated materials and Portland cement-based composites incorporating recycled tire rubber,” J Clean Prod, vol. 333, no. August 2021, p. 130013, 2022, doi: 10.1016/j.jclepro.2021.130013spa
dc.relation.referencesF. Zunino and K. Scrivener, “Factors influencing the sulfate balance in pure phase C3S/C3A systems,” Cem Concr Res, vol. 133, no. January, p. 106085, 2020, doi: 10.1016/j.cemconres.2020.106085.spa
dc.relation.referencesT. R. Muzenda, P. Hou, S. Kawashima, T. Sui, and X. Cheng, “The role of limestone and calcined clay on the rheological properties of LC3,” Cem Concr Compos, vol. 107, no. January, p. 103516, 2020, doi: 10.1016/j.cemconcomp.2020.103516.spa
dc.relation.referencesF. Zunino and K. Scrivener, “Factors influencing the sulfate balance in pure phase C3S/C3A systems,” Cem Concr Res, vol. 133, no. January, p. 106085, 2020, doi: 10.1016/j.cemconres.2020.106085spa
dc.relation.referencesN. Nair, K. Mohammed Haneefa, M. Santhanam, and R. Gettu, “A study on fresh properties of limestone calcined clay blended cementitious systems,” Constr Build Mater, vol. 254, p. 119326, 2020, doi: 10.1016/j.conbuildmat.2020.119326.spa
dc.relation.referencesS. M. Gunjal and B. Kondraivendhan, “High temperature impact on calcined clay-limestone cement concrete (LC3),” Mater Today Proc, vol. 61, no. xxxx, pp. 386–391, 2022, doi: 10.1016/j.matpr.2021.10.300.spa
dc.relation.referencesT. R. Muzenda, P. Hou, S. Kawashima, T. Sui, and X. Cheng, “The role of limestone and calcined clay on the rheological properties of LC3,” Cem Concr Compos, vol. 107, no. January, p. 103516, 2020, doi: 10.1016/j.cemconcomp.2020.103516.spa
dc.relation.referencesN. Ortiz-Álvarez, J. Lizarazo-Marriaga, P. F. B. Brandão, Y. Santos-Panqueva, and J. Carrillo, “Rheological properties of cement-based materials using a biopolymer viscosity modifying admixture (BVMA) under different dispersion conditions,” Cem Concr Compos, vol. 124, no. August, 2021, doi: 10.1016/j.cemconcomp.2021.104224.spa
dc.relation.referencesJ. D. Puerto Suárez, “Efecto de la nanosílice sobre las propiedades reológicas de la matriz cementante y su influencia en el estado endurecido del concreto hidráulico,” 2019.spa
dc.relation.referencesJ. C. Lema, “Mejoramiento del comportamiento físico y químico de las arcillas y materiales micáceos presentes en agregados finos de mala calidad para su uso en la producción de concreto hidráulico.”spa
dc.relation.referencesL. Felipe and S. Mayorga, “Evaluación de la Resistencia a la Corrosión debida a Carbonatación en Concretos con Cementos Pórtland adicionados con Caliza y Arcilla Calcinada,” 2023.spa
dc.relation.referencesC. Argos, “Cemento Verde Argos, Usos y Beneficios - Cemento Argos Colombia.” Accessed: Sep. 26, 2022. [Online]. Available: https://colombia.argos.co/cemento-verde/spa
dc.relation.referencesK. Scrivener et al., “Impacting factors and properties of limestone calcined clay cements (LC3),” Green Mater, vol. 7, no. 1, pp. 3–14, 2018, doi: 10.1680/jgrma.18.00029.spa
dc.relation.referencesN. Nair, K. Mohammed Haneefa, M. Santhanam, and R. Gettu, “A study on fresh properties of limestone calcined clay blended cementitious systems,” Constr Build Mater, vol. 254, p. 119326, 2020, doi: 10.1016/j.conbuildmat.2020.119326.spa
dc.relation.referencesK. Purushotham Reddy, B. D. V. Chandra Mohan Rao, M. Janardhan Yadav, and P. Swamy Naga Ratna Giri, “Comparative studies on LC3based concrete with OPC & PPC based concretes,” Mater Today Proc, vol. 43, pp. 2368–2372, 2020, doi: 10.1016/j.matpr.2021.01.833.spa
dc.relation.referencesO. Canbek, Q. Xu, Y. Mei, N. R. Washburn, and K. E. Kurtis, “Predicting the rheology of limestone calcined clay cements (LC3): Linking composition and hydration kinetics to yield stress through Machine Learning,” Cem Concr Res, vol. 160, no. March, 2022, doi: 10.1016/j.cemconres.2022.106925.spa
dc.relation.referencesR. Matallana, EL CONCRETO, FUNDAMENTOS Y NUEVAS TECNOLOGÍAS. 2019.spa
dc.relation.referencesD. Sanchez de Guzman, Tecnología del concreto, vol. 25, no. 36. Asocreto, 2010.spa
dc.relation.referencesD. Sanchez de Guzman, Tecnología del concreto, vol. 25, no. 36. Asocreto, 2010.spa
dc.relation.referencesUNFCCC, “COP 26 Glasgow Climate Pact Advance unedited version Decision,” Cop26, pp. 1–8, 2021spa
dc.relation.referencesF. Irgens, “Rheology and Non-Newtonian Fluids.”spa
dc.relation.referencesR. Mott, “Mecánica de Fluidos”.spa
dc.relation.referencesA. Yahia, S. Mantellato, and R. J. Flatt, Concrete rheology: A basis for understanding chemical admixtures. Elsevier Ltd, 2016. doi: 10.1016/B978-0-08-100693-1.00007-2.spa
dc.relation.referencesA. P. Deshpande, J. M. Krishnan, and P. B. S. Kumar, Rheology of complex fluids. Springer New York, 2010. doi: 10.1007/978-1-4419-6494-6.spa
dc.relation.referencesJ. D. Puerto Suárez, J. Lizarazo-Marriaga, J. Cárdenas-Pulido, S. L. Uribe C, and C. Higuera, “Prediction of the rheological properties of nanosilica blended self-compacting concrete under the influence of a dispersing agent,” European Journal of Environmental and Civil Engineering, vol. 27, no. 4, pp. 1644–1672, 2023, doi: 10.1080/19648189.2022.2091665.spa
dc.relation.referencesAmerican Concrete Institute, ACI 238 - Report on Measurements of Workability and Rheology of Fresh Concrete. ACI.spa
dc.relation.referencesP.-C. Aitcin, “Binders for Durable and Sustainable Concrete.”spa
dc.relation.referencesJ. Lizarazo and P. Claisse, “Resistencia a la compresión y reología de cementantes ambientalmente amigables,” Agosto De, vol. 29, no. 2, pp. 5–9, 2009.spa
dc.relation.referencesJ. Lizarazo and P. Claisse, “Resistencia a la compresión y reología de cementantes ambientalmente amigables,” Agosto De, vol. 29, no. 2, pp. 5–9, 2009, [Online]. Available: www.concrete.org/general/spa
dc.relation.referencesAFT, “Fluid Properties Group,” Incompressible Pipe Flow Analysis. [Online]. Available: https://docs.aft.com/fathomspa
dc.relation.referencesR. Matallana, EL CONCRETO, FUNDAMENTOS Y NUEVAS TECNOLOGÍAS. 2019.spa
dc.relation.referencesJ. Lizarazo-Marriaga, “Notas de Clase - Tecnología del Concreto,” Sin Publicar, pp. 33–70, 2021.spa
dc.relation.referencesS. S. Mousavi, C. Bhojaraju, and C. Ouellet-Plamondon, “Clay as a Sustainable Binder for Concrete—A Review,” Construction Materials, vol. 1, no. 3, pp. 134–168, Sep. 2021, doi: 10.3390/constrmater1030010.spa
dc.relation.referencesR. Jaskulski, D. Jóźwiak-Niedźwiedzka, and Y. Yakymechko, “Calcined clay as supplementary cementitious material,” Nov. 01, 2020, MDPI AG. doi: 10.3390/ma13214734.spa
dc.relation.referencesK. Srivener, “LC3 Limestone Calcined Clay Cement.” Accessed: Feb. 25, 2024. [Online]. Available: https://lc3.ch/spa
dc.relation.referencesN. L. Zea Osorio, “NORMA LISSETTE ZEA OSORIO Asesorada por Ing. Hugo Rolando Bosque Morales Guatemala, noviembre de 2005,” 2005.spa
dc.relation.referencesN. L. Zea Osorio, “Caracterización de las arcillas para la fabricación de ladrillos artesanales,” Universidad de Buenos Aires, 2005.spa
dc.relation.referencesC. Patricia and R. Hidalgo, “EVALUACION DE LA INTERACCIÓN EN EL USO CONJUNTO DE UN MATERIAL ARCILLOSO ACTIVADO TÉRMICAMENTE, CALIZA Y SULFATO SOBRE LA CINÉTICA DE HIDRATACIÓN Y DESEMPEÑO MECÁNICO DEL CEMENTO,” 2019.spa
dc.relation.referencesN. Bhanumathidas and N. Kalidas, “Dual role of gypsum: Set retarder and strength accelerator,” Indian Concrete Journal, vol. 78, no. 3, pp. 170–173, 2004.spa
dc.relation.referencesD. F. Martínez, “RELACIÓN ENTRE LA ESTRUCTURA MOLECULAR DE POLICARBOXILATOS DERIVADOS DE GLICEROL, SU USO COMO SUPERPLASTIFICANTES Y LAS PROPIEDADES DEL CONCRETO,” 2023.spa
dc.relation.referencesO. Silva, “GENERALIDADES Y TIPOS DE ADITIVOS PARA EL CONCRETO SEGÚN LA NTC 1299,” CEMENTOS ARGOS.spa
dc.relation.referencesL. Ferrari, J. Kaufmann, F. Winnefeld, and J. Plank, “Multi-method approach to study influence of superplasticizers on cement suspensions,” Cem Concr Res, vol. 41, no. 10, pp. 1058–1066, Oct. 2011, doi: 10.1016/j.cemconres.2011.06.010.spa
dc.relation.referencesSIKA Colombia, “ADITIVOS PARA CONCRETO.”spa
dc.relation.referencesSIKA Colombia, “Sika Viscocrete 3100 - Hoja de datos del producto.”spa
dc.relation.referencesSIKA Colombia, “Sikaplast 5500 - Hoja de datos del producto.”spa
dc.relation.referencesS. Krishnan, A. C. Emmanuel, and S. Bishnoi, “Hydration and phase assemblage of ternary cements with calcined clay and limestone,” Constr Build Mater, vol. 222, pp. 64–72, Oct. 2019, doi: 10.1016/j.conbuildmat.2019.06.123.spa
dc.relation.referencesR. Cai, Z. He, S. Tang, T. Wu, and E. Chen, “The early hydration of metakaolin blended cements by non-contact impedance measurement,” Cem Concr Compos, vol. 92, no. June, pp. 70–81, 2018, doi: 10.1016/j.cemconcomp.2018.06.001.spa
dc.relation.referencesL. Vizcaino, M. Georges, A. Alujas, J. Martinera, and K. Scrivener, “Effects of fineness in clinker-calcined clays-limestone cements,” Advances in Cement Research, vol. 27, no. 9, pp. 546–556, Sep. 2015spa
dc.relation.referencesR. Kumar Kandagaddala, S. Vigneshwar, and P. Nanthagopalan, “Rheological characterization of limestone calcined clay cement pastes with various generations of superplasticizers for pumping applications,” Journal of Building Engineering, 2023.spa
dc.relation.referencesL. F. Salazar Mayorga, “Carbonatación de cementos LC3.pdf,” 2022.spa
dc.relation.referencesS. Bishnoi, Calcined Clays for Sustainable Concrete.spa
dc.relation.referencesThermo Scientific, “Betriebsanleitung Instruction Manual HAAKE Viscotester C HAAKE Viscotester C,” no. 006, 2009.spa
dc.relation.referencesM. C. Molano Camargo and N. Torres Castellanos, Practicas de laboratorio de materiales para obras de Ingeniería Civil. Bogotá: Escuela Colombiana de Ingeniería, 2017.spa
dc.relation.referencesICONTEC, ICONTEC NTC 221. 2022.spa
dc.relation.referencesJ. Gao and A. Fourie, “Spread is better: An investigation of the mini-slump test,” Miner Eng, vol. 71, pp. 120–132, 2015, doi: 10.1016/j.mineng.2014.11.001.spa
dc.relation.referencesICONTEC, NTC 220. 2022spa
dc.relation.referencesICONTEC, “NTC 112,” 2022.spa
dc.relation.referencesW. Li et al., “Influence of metakaolin on the hydration and microstructure evolution of cement paste during the early stage,” Appl Clay Sci, vol. 229, no. November 2021, p. 106674, 2022, doi: 10.1016/j.clay.2022.106674.spa
dc.relation.referencesS. Barbhuiya and B. Bhusan, “Properties , compatibility , environmental benefits and future directions of limestone calcined clay cement ( LC3 ) concrete : A review,” vol. 79, no. September, pp. 1–26, 2023.spa
dc.relation.referencesS. Peñaranda, “METODOLOGÍA PARA LA MEDICIÓN DE LA HIDRATACIÓN DEL CEMENTO ADICIONADO CON CENIZA VOLANTE A PARTIR DE IMPEDANCIA ELÉCTRICA,” 2022.spa
dc.relation.referencesR. Kandagaddala, V. Manare, and P. Nanthagopalan, “Limestone Calcined Clay as Potential Supplementary Cementitious Material—An Experimental Study,” Calcined Clays for Sustainable Concrete.spa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.licenseAtribución-NoComercial-SinDerivadas 4.0 Internacionalspa
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/spa
dc.subject.ddc690 - Construcción de edificios::691 - Materiales de construcciónspa
dc.subject.decsPlasticityeng
dc.subject.decsMaterials - fatigueeng
dc.subject.lembFLUENCIA DE METALESspa
dc.subject.lembCreep of metalseng
dc.subject.lembPLASTICIDADspa
dc.subject.lembSUPERPLASTICIDADspa
dc.subject.lembSuperplasticityeng
dc.subject.lembARCILLAspa
dc.subject.lembClayeng
dc.subject.lembFATIGA DE MATERIALESspa
dc.subject.proposalReologíaspa
dc.subject.proposalArcillas Calcinadasspa
dc.subject.proposalCementos LC3spa
dc.subject.proposalSuperplastificantesspa
dc.subject.proposalCementos adicionadosspa
dc.subject.proposalRheologyeng
dc.subject.proposalCalcined Clayseng
dc.subject.proposalLC3 Cementseng
dc.subject.proposalSuperplasticizerseng
dc.subject.proposalSupplemented Cementseng
dc.titleEvaluación de la reología de pastas de cemento adicionadas con arcillas calcinadas y calizas en presencia de aditivos superplastificantesspa
dc.title.translatedEvaluation of the rheology of cement pastes added with calcined clays and limestones in the presence of superplasticizing additiveseng
dc.typeTrabajo de grado - Maestríaspa
dc.type.coarhttp://purl.org/coar/resource_type/c_bdccspa
dc.type.coarversionhttp://purl.org/coar/version/c_ab4af688f83e57aaspa
dc.type.contentTextspa
dc.type.driverinfo:eu-repo/semantics/masterThesisspa
dc.type.redcolhttp://purl.org/redcol/resource_type/TMspa
dc.type.versioninfo:eu-repo/semantics/acceptedVersionspa
dcterms.audience.professionaldevelopmentEstudiantesspa
dcterms.audience.professionaldevelopmentInvestigadoresspa
dcterms.audience.professionaldevelopmentPúblico generalspa
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2spa

Archivos

Bloque original

Mostrando 1 - 1 de 1
Cargando...
Miniatura
Nombre:
1098788042.2024.Evaluaciondelareologiadepastasdecementoadicionadasconarcillascalcinadasycalizasenpresenciadeaditivosuperplastificantes.pdf
Tamaño:
10.08 MB
Formato:
Adobe Portable Document Format
Descripción:
Tesis de Maestría en Ingeniería - Estructuras

Bloque de licencias

Mostrando 1 - 1 de 1
Cargando...
Miniatura
Nombre:
license.txt
Tamaño:
5.74 KB
Formato:
Item-specific license agreed upon to submission
Descripción: