Evaluation of the Permeation Properties of Concrete Added with a Petrochemical Industry Waste
In this work, the evaluation of the performance of concrete added with a petrochemical industry waste called Fluid Catalytic Cracking Catalyst residue (FCC) from a Colombian petroleum company is presented. Results of this concrete are compared, with the results of concrete added with a pozzolan with...
- Autores:
-
Torres Castellanos, Nancy
Torres Agredo, Janneth
Mejía de Gutiérrez, Ruby
- Tipo de recurso:
- Part of book
- Fecha de publicación:
- 2015
- Institución:
- Escuela Colombiana de Ingeniería Julio Garavito
- Repositorio:
- Repositorio Institucional ECI
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.escuelaing.edu.co:001/1818
- Acceso en línea:
- https://repositorio.escuelaing.edu.co/handle/001/1818
- Palabra clave:
- Cemento Portland
Puzolanas
Hormigón
Pozzuolanas
Concrete
Portland Cement
Silica Fume
Ordinary Portland Cement
Calcium Silicate Hydrate
Pozzolanic Reaction
- Rights
- closedAccess
- License
- https://creativecommons.org/licenses/by/4.0/
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Evaluation of the Permeation Properties of Concrete Added with a Petrochemical Industry Waste |
| title |
Evaluation of the Permeation Properties of Concrete Added with a Petrochemical Industry Waste |
| spellingShingle |
Evaluation of the Permeation Properties of Concrete Added with a Petrochemical Industry Waste Cemento Portland Puzolanas Hormigón Pozzuolanas Concrete Portland Cement Silica Fume Ordinary Portland Cement Calcium Silicate Hydrate Pozzolanic Reaction |
| title_short |
Evaluation of the Permeation Properties of Concrete Added with a Petrochemical Industry Waste |
| title_full |
Evaluation of the Permeation Properties of Concrete Added with a Petrochemical Industry Waste |
| title_fullStr |
Evaluation of the Permeation Properties of Concrete Added with a Petrochemical Industry Waste |
| title_full_unstemmed |
Evaluation of the Permeation Properties of Concrete Added with a Petrochemical Industry Waste |
| title_sort |
Evaluation of the Permeation Properties of Concrete Added with a Petrochemical Industry Waste |
| dc.creator.fl_str_mv |
Torres Castellanos, Nancy Torres Agredo, Janneth Mejía de Gutiérrez, Ruby |
| dc.contributor.author.none.fl_str_mv |
Torres Castellanos, Nancy Torres Agredo, Janneth Mejía de Gutiérrez, Ruby |
| dc.contributor.researchgroup.spa.fl_str_mv |
Estructuras y Materiales |
| dc.subject.armarc.spa.fl_str_mv |
Cemento Portland Puzolanas Hormigón |
| topic |
Cemento Portland Puzolanas Hormigón Pozzuolanas Concrete Portland Cement Silica Fume Ordinary Portland Cement Calcium Silicate Hydrate Pozzolanic Reaction |
| dc.subject.armarc.eng.fl_str_mv |
Pozzuolanas Concrete |
| dc.subject.proposal.eng.fl_str_mv |
Portland Cement Silica Fume Ordinary Portland Cement Calcium Silicate Hydrate Pozzolanic Reaction |
| description |
In this work, the evaluation of the performance of concrete added with a petrochemical industry waste called Fluid Catalytic Cracking Catalyst residue (FCC) from a Colombian petroleum company is presented. Results of this concrete are compared, with the results of concrete added with a pozzolan with similar characteristics such as the Metakaolin (MK). The analysis of the pozzolanic materials included the determination of the particle size, the pozzolanic activity, and the chemical and mineralogical composition. Different percentages of FCC were used as Portland cement replacement in proportions of 0, 10, 20 and 30 %; similarly concrete added with 20 % of MK as replacement was elaborated. The curing time was 28, 56, 90 and 180 days. These concretes were evaluated through the permeation properties such as: total absorption, porosity, surface absorption and capillary absorption. Results showed that concrete with FCC and MK had similar behavior, and slightly superior than the control sample. The total absorption and porosity were less than 3 % and 10 % respectively for the all of the samples; it means that these concretes had good quality and compactness. The results of surface absorption and capillary absorption showed that these concretes had low permeability too. This behavior is enhanced with the curing age. |
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2015 |
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2015 |
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2021-11-08T15:04:39Z |
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2021-11-08T15:04:39Z |
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Capítulo - Parte de Libro |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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9789401799386 |
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https://repositorio.escuelaing.edu.co/handle/001/1818 |
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10.1007/978-94-017-9939-3_32 |
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9789401799386 10.1007/978-94-017-9939-3_32 |
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eng |
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eng |
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RILEM;Vol. 10 |
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268 |
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261 |
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N/A |
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Calcined Clays for Sustainable Concrete |
| dc.relation.references.spa.fl_str_mv |
Fernández, A., Palomo, A.: Propiedades y aplicaciones de los cementos alcalinos. Revista Ingeniería de Construcción 24, 15–213 (2009) Delagrave, A.: Influence of chloride ions and pH level on the durability of high performance cement pastes (part II). Cem. Concr. Res. 26, 749–760 (1996) Mehta, K. and P. Monteiro, Concreto: Estructura, Propiedades y Materiales. Instituto Mexicano del Cemento y del Concreto A.C., México, D.F., 1, 8–33 (1998) Detwiler, R., Mehta, P.: Chemical and physical effects of silica fume on the mechanical behavior of concrete. ACI Mater. J. 86, 609–614 (1989) Schieltz, N.C.: The interpretation of X-ray patterns of pozzolans. Symp. UsePozz. Mater. Mort. Concr. ASTM Special Tech 99, 4–127 (1950) Talero, R.: Contribución al estudio analí y físico-químico del sistema: cementos puzolánicos-yeso-agua, in Ftad de C. Químicas. Universidad Complutense de Madrid, Madrid (1986) Mehta, K., Monteiro, P.: Concrete, Microstructure, Properties, and Materials. ed. McGraw-Hill, United States (2006) Taylor, H.F.W.: Enciclopedia de la Química Industrial: La Química de los Cementos. Ediciones URMO ed. Escuela de Ingenieros Industriales de Bilbao, Universidad de Deusto. Bilbao, España (1967) Caldarone: High-reactivity metakaolin: a new generation mineral mixture. Concrete International: Design and Construction, pp. 37–41 (1994) Balogh, A.: High reactivity metakaolin. Concr. Constr. 40(7), 1–3 (1995) Kakali, G., et al.: Thermal treatment of kaolin: the effect of mineralogy on the pozzolanic activity. Appl. Clay Sci. 20(1–2), 73–80 (2001) Razak, H.A., Wong, H.S.: Strength estimation model for high-strength concrete incorporating metakaolin and silica fume. Cem. Concr. Res. 35(4), 688–695 (2005) Torres, J., Mejía de Gutiérrez, R., Puertas, F.: Effect of Kaolin treatment temperature on mortar cloride permeability. Materiales de Construcción 57(285), 9 (2007) Mejía de Gutiérrez, R., et al.: Análisis del Proceso Térmico de producción de una puzolana. Materiales de Construcción 54, 65–72 (2004) Asbridge, A.H., Chadbourn, G.A., Page, C.L.: Effects of Metakaolin and the Interfacial Zone on the Diffusion on chloride ions through Cement Mortars. Cem. Concr. Res. 31(11), 1567–1572 (2001) Paya, J., Monzo, J., Borrachero, M.: Fluid Catalytic Cracking Residue (FC3R) as a New Pozzolanic Material: Thermal Analysis Monitoring of FC3R/Portland Cement Reactions, Seventh CANMET/ACI. In: International Conference on Fly Ash, Silica Fume Slag and Natural Pozzolans in Concrete, pp. 5–22 (2001) Borrachero, M., et al.: El Catalizador Gastado de Craqueo Catalítico Adicionado al Cemento Pórtland: Las Primeras 48 Horas de Curado y la Evolución de la Resistencia Mecánica. In: VIII Congreso Nacional de Propiedades Mecánicas de Sólidos. Gandia (2002) Soriano, M.L.: Nuevas Aportaciones en el Desarrollo de Materiales Cementantes con Residuo de Catalizador de Craqueo Catalítico (FCC). Universidad Politécnica de Valencia (2008) Trochez, J., Torres, J., Mejía de Gutiérrez, R.: Estudio de la hidratación de pastas de cemento adicionadas con catalizador de craqueo catalıtico usado (FCC) de una refinería colombiana. Revista Facultad de Ingeniería Universidad de Antioquia 55, 26–34 (2010) Torres, N., Torres, J., Mejía de Gutiérrez, R.: Performance under sulfate attack of concrete additioned with fluid catalytic cracking catalyst residue (FCC) and metakaolin (MK). Revista Ingeniería e Investigación 33(1), 18–22 (2013) Mejia de Gutiérrez, R., et al.: Concreto adicionado con metacaolín: Comportamiento a carbonatación y cloruros. Revista Facultad de Ingeniería Universidad de Antioquia 48, 55–64 (2009) Pacewska, B., et al.: Modification of Properties of Concrete by a New Pozzolan a Waste Catalyst from the Catalytic Process in a Fluidized Bed. Cem. Concr. Res. 32(1), 145–152 (2002) Richardson, I.G.: The natura of CSH in hardened cements. Cem. Concr. Res. 29, 1131–1147 (1999) Dhir, R., Jones, M.R.: Use of the unfamiliar cement to ENV 197-1. In: Ravindra Dhir, M.R.J. (ed.) Concrete. London (2002) |
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Torres Castellanos, Nancy2b475ecd9ea004cd3b18c2eaf60c01d1600Torres Agredo, Jannethfd1b7e8459ceffd8bd79ade65d117e45600Mejía de Gutiérrez, Ruby9b3c54fb16571bdf9cbf0af25bca34d3600Estructuras y Materiales2021-11-08T15:04:39Z2021-11-08T15:04:39Z20159789401799386https://repositorio.escuelaing.edu.co/handle/001/181810.1007/978-94-017-9939-3_32In this work, the evaluation of the performance of concrete added with a petrochemical industry waste called Fluid Catalytic Cracking Catalyst residue (FCC) from a Colombian petroleum company is presented. Results of this concrete are compared, with the results of concrete added with a pozzolan with similar characteristics such as the Metakaolin (MK). The analysis of the pozzolanic materials included the determination of the particle size, the pozzolanic activity, and the chemical and mineralogical composition. Different percentages of FCC were used as Portland cement replacement in proportions of 0, 10, 20 and 30 %; similarly concrete added with 20 % of MK as replacement was elaborated. The curing time was 28, 56, 90 and 180 days. These concretes were evaluated through the permeation properties such as: total absorption, porosity, surface absorption and capillary absorption. Results showed that concrete with FCC and MK had similar behavior, and slightly superior than the control sample. The total absorption and porosity were less than 3 % and 10 % respectively for the all of the samples; it means that these concretes had good quality and compactness. The results of surface absorption and capillary absorption showed that these concretes had low permeability too. This behavior is enhanced with the curing age.En este trabajo se presenta la evaluación del desempeño de un concreto adicionado con un residuo de la industria petroquímica denominado residuo de catalizador de craqueo catalítico fluido (FCC) proveniente de una empresa petrolera colombiana. Se comparan los resultados de este concreto, con los resultados de un concreto adicionado con una puzolana de características similares como es el Metacaolín (MK). El análisis de los materiales puzolánicos incluyó la determinación de la granulometría, la actividad puzolánica y la composición química y mineralógica. Se utilizaron diferentes porcentajes de FCC como sustituto del cemento Portland en proporciones de 0, 10, 20 y 30 %; igualmente se elaboró un hormigón añadido con un 20 % de MK como sustituto. El tiempo de curado fue de 28, 56, 90 y 180 días. Estos hormigones fueron evaluados a través de las propiedades de permeabilidad tales como: absorción total, porosidad, absorción superficial y absorción capilar. Los resultados mostraron que los hormigones con FCC y MK tuvieron un comportamiento similar, y ligeramente superior a la muestra de control. La absorción total y la porosidad fueron inferiores al 3 % y al 10 %, respectivamente, para todas las muestras; esto significa que estos hormigones tenían una buena calidad y compacidad. Los resultados de la absorción superficial y la absorción capilar mostraron que estos hormigones tenían también una baja permeabilidad. Este comportamiento aumenta con la edad de curado.7 páginasapplication/pdfengSpringer NatureSwitzerlandRILEM;Vol. 10268261N/ACalcined Clays for Sustainable ConcreteFernández, A., Palomo, A.: Propiedades y aplicaciones de los cementos alcalinos. Revista Ingeniería de Construcción 24, 15–213 (2009)Delagrave, A.: Influence of chloride ions and pH level on the durability of high performance cement pastes (part II). Cem. Concr. Res. 26, 749–760 (1996)Mehta, K. and P. Monteiro, Concreto: Estructura, Propiedades y Materiales. Instituto Mexicano del Cemento y del Concreto A.C., México, D.F., 1, 8–33 (1998)Detwiler, R., Mehta, P.: Chemical and physical effects of silica fume on the mechanical behavior of concrete. ACI Mater. J. 86, 609–614 (1989)Schieltz, N.C.: The interpretation of X-ray patterns of pozzolans. Symp. UsePozz. Mater. Mort. Concr. ASTM Special Tech 99, 4–127 (1950)Talero, R.: Contribución al estudio analí y físico-químico del sistema: cementos puzolánicos-yeso-agua, in Ftad de C. Químicas. Universidad Complutense de Madrid, Madrid (1986)Mehta, K., Monteiro, P.: Concrete, Microstructure, Properties, and Materials. ed. McGraw-Hill, United States (2006)Taylor, H.F.W.: Enciclopedia de la Química Industrial: La Química de los Cementos. Ediciones URMO ed. Escuela de Ingenieros Industriales de Bilbao, Universidad de Deusto. Bilbao, España (1967)Caldarone: High-reactivity metakaolin: a new generation mineral mixture. Concrete International: Design and Construction, pp. 37–41 (1994)Balogh, A.: High reactivity metakaolin. Concr. Constr. 40(7), 1–3 (1995)Kakali, G., et al.: Thermal treatment of kaolin: the effect of mineralogy on the pozzolanic activity. Appl. Clay Sci. 20(1–2), 73–80 (2001)Razak, H.A., Wong, H.S.: Strength estimation model for high-strength concrete incorporating metakaolin and silica fume. Cem. Concr. Res. 35(4), 688–695 (2005)Torres, J., Mejía de Gutiérrez, R., Puertas, F.: Effect of Kaolin treatment temperature on mortar cloride permeability. Materiales de Construcción 57(285), 9 (2007)Mejía de Gutiérrez, R., et al.: Análisis del Proceso Térmico de producción de una puzolana. Materiales de Construcción 54, 65–72 (2004)Asbridge, A.H., Chadbourn, G.A., Page, C.L.: Effects of Metakaolin and the Interfacial Zone on the Diffusion on chloride ions through Cement Mortars. Cem. Concr. Res. 31(11), 1567–1572 (2001)Paya, J., Monzo, J., Borrachero, M.: Fluid Catalytic Cracking Residue (FC3R) as a New Pozzolanic Material: Thermal Analysis Monitoring of FC3R/Portland Cement Reactions, Seventh CANMET/ACI. In: International Conference on Fly Ash, Silica Fume Slag and Natural Pozzolans in Concrete, pp. 5–22 (2001)Borrachero, M., et al.: El Catalizador Gastado de Craqueo Catalítico Adicionado al Cemento Pórtland: Las Primeras 48 Horas de Curado y la Evolución de la Resistencia Mecánica. In: VIII Congreso Nacional de Propiedades Mecánicas de Sólidos. Gandia (2002)Soriano, M.L.: Nuevas Aportaciones en el Desarrollo de Materiales Cementantes con Residuo de Catalizador de Craqueo Catalítico (FCC). Universidad Politécnica de Valencia (2008)Trochez, J., Torres, J., Mejía de Gutiérrez, R.: Estudio de la hidratación de pastas de cemento adicionadas con catalizador de craqueo catalıtico usado (FCC) de una refinería colombiana. Revista Facultad de Ingeniería Universidad de Antioquia 55, 26–34 (2010)Torres, N., Torres, J., Mejía de Gutiérrez, R.: Performance under sulfate attack of concrete additioned with fluid catalytic cracking catalyst residue (FCC) and metakaolin (MK). Revista Ingeniería e Investigación 33(1), 18–22 (2013)Mejia de Gutiérrez, R., et al.: Concreto adicionado con metacaolín: Comportamiento a carbonatación y cloruros. Revista Facultad de Ingeniería Universidad de Antioquia 48, 55–64 (2009)Pacewska, B., et al.: Modification of Properties of Concrete by a New Pozzolan a Waste Catalyst from the Catalytic Process in a Fluidized Bed. Cem. Concr. Res. 32(1), 145–152 (2002)Richardson, I.G.: The natura of CSH in hardened cements. Cem. Concr. Res. 29, 1131–1147 (1999)Dhir, R., Jones, M.R.: Use of the unfamiliar cement to ENV 197-1. In: Ravindra Dhir, M.R.J. (ed.) Concrete. London (2002)https://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/closedAccessAtribución 4.0 Internacional (CC BY 4.0)http://purl.org/coar/access_right/c_14cbEvaluation of the Permeation Properties of Concrete Added with a Petrochemical Industry WasteCapítulo - Parte de Libroinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_3248Textinfo:eu-repo/semantics/bookParthttps://purl.org/redcol/resource_type/CAP_LIBhttp://purl.org/coar/version/c_970fb48d4fbd8a85Cemento PortlandPuzolanasHormigónPozzuolanasConcretePortland CementSilica FumeOrdinary Portland CementCalcium Silicate HydratePozzolanic ReactionORIGINALChapter - Evaluation of the Permeation Properties of Concrete Added with a Petrochemical Industry Waste.pdfChapter - Evaluation of the Permeation Properties of Concrete Added with a Petrochemical Industry Waste.pdfCapítulo - Parte de Libroapplication/pdf381596https://repositorio.escuelaing.edu.co/bitstream/001/1818/5/Chapter%20-%20Evaluation%20of%20the%20Permeation%20Properties%20of%20Concrete%20Added%20with%20a%20Petrochemical%20Industry%20Waste.pdfc6b63e0576d7f010f4d8d70c36328312MD55metadata only accessLICENSElicense.txtlicense.txttext/plain; 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