Influencia del residuo de mampostería en la resistencia de concretos autocompactantes al ataque por sulfato de sodio

En este trabajo se presentan resultados de un estudio experimental sobre la resistencia al ataque externo de sulfato de sodio (Na2SO4) en concretos autocompactantes (CACs) con residuo de mampostería (RM).  Los CACs presentaban un contenido de agua constante de 202,5 kg/m3 y diferentes volúmenes de R...

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Autores:
Silva Urrego, Yimmy Fernando
Delvasto, Silvio
Tipo de recurso:
Article of journal
Fecha de publicación:
2020
Institución:
Universidad EIA .
Repositorio:
Repositorio EIA .
Idioma:
spa
OAI Identifier:
oai:repository.eia.edu.co:11190/5103
Acceso en línea:
https://repository.eia.edu.co/handle/11190/5103
https://doi.org/10.24050/reia.v17i33.1361
Palabra clave:
Residuo de mampostería
Concreto autocompactante
Sulfatos
Expansión
Etringita.
ceramico / materiales compuestos
Residue of masonry
Self-compacting concrete
Sulfates
Expansion
Ettringite
Rights
openAccess
License
Revista EIA - 2020
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dc.title.spa.fl_str_mv Influencia del residuo de mampostería en la resistencia de concretos autocompactantes al ataque por sulfato de sodio
dc.title.translated.eng.fl_str_mv Influence of masonry residue on the resistance of self-compacting concrete to the sodium sulfate attack
title Influencia del residuo de mampostería en la resistencia de concretos autocompactantes al ataque por sulfato de sodio
spellingShingle Influencia del residuo de mampostería en la resistencia de concretos autocompactantes al ataque por sulfato de sodio
Residuo de mampostería
Concreto autocompactante
Sulfatos
Expansión
Etringita.
ceramico / materiales compuestos
Residue of masonry
Self-compacting concrete
Sulfates
Expansion
Ettringite
title_short Influencia del residuo de mampostería en la resistencia de concretos autocompactantes al ataque por sulfato de sodio
title_full Influencia del residuo de mampostería en la resistencia de concretos autocompactantes al ataque por sulfato de sodio
title_fullStr Influencia del residuo de mampostería en la resistencia de concretos autocompactantes al ataque por sulfato de sodio
title_full_unstemmed Influencia del residuo de mampostería en la resistencia de concretos autocompactantes al ataque por sulfato de sodio
title_sort Influencia del residuo de mampostería en la resistencia de concretos autocompactantes al ataque por sulfato de sodio
dc.creator.fl_str_mv Silva Urrego, Yimmy Fernando
Delvasto, Silvio
dc.contributor.author.spa.fl_str_mv Silva Urrego, Yimmy Fernando
Delvasto, Silvio
dc.subject.spa.fl_str_mv Residuo de mampostería
Concreto autocompactante
Sulfatos
Expansión
Etringita.
ceramico / materiales compuestos
topic Residuo de mampostería
Concreto autocompactante
Sulfatos
Expansión
Etringita.
ceramico / materiales compuestos
Residue of masonry
Self-compacting concrete
Sulfates
Expansion
Ettringite
dc.subject.eng.fl_str_mv Residue of masonry
Self-compacting concrete
Sulfates
Expansion
Ettringite
description En este trabajo se presentan resultados de un estudio experimental sobre la resistencia al ataque externo de sulfato de sodio (Na2SO4) en concretos autocompactantes (CACs) con residuo de mampostería (RM).  Los CACs presentaban un contenido de agua constante de 202,5 kg/m3 y diferentes volúmenes de RM (0%, 25% Y 50%) como reemplazo parcial de cemento Portland (OPC) expuesto a una solución de sulfato de sodio al 5%. Las propiedades en estado fresco como fluidez, capacidad de paso y resistencia a la segregación se evaluaron mediante el flujo de asentamiento, embudo en V y caja en L. En estado endurecido, la resistencia a la compresión y expansión fueron determinadas. Por otra parte, técnicas de difracción de rayos X (DRX), microscopia electrónica de barrido (MEB) y espectroscopia de Infrarrojo con transformada de Fourier (FTIR) fueron aplicadas en pastas para investigar los efectos de los sulfatos sobre la microestructura.  Los resultados mostraron que todas las mezclas cumplen las propiedades en estado fresco, además se encontró que cuando los CACs son inmersos en la solución de sulfato de sodio, el RM puede mejorar la resistencia de los CACs al ataque por sulfatos en comparación con el CAC solo de OPC.
publishDate 2020
dc.date.accessioned.none.fl_str_mv 2020-02-03 00:00:00
2022-06-17T20:20:38Z
dc.date.available.none.fl_str_mv 2020-02-03 00:00:00
2022-06-17T20:20:38Z
dc.date.issued.none.fl_str_mv 2020-02-03
dc.type.spa.fl_str_mv Artículo de revista
dc.type.eng.fl_str_mv Journal article
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dc.language.iso.spa.fl_str_mv spa
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dc.relation.references.spa.fl_str_mv Abd Elaty, M.A.A.; Ghazy M.F. (2018). Fluidity evaluation of fiber reinforced-self compacting concrete based on buoyancy law. HBRC Journal, 14, pp. 368-378. https://doi.org/10.1016/j.hbrcj.2017.04.003.
Asensio de Lucas, E.; Medina, C.; Frías, M.; Sánchez de Rojas, M.I. (2016). Clay-based construction and demolition waste as a pozzolanic addition in blended cements. Effect on sulfate resistance. Construction and Building Materials, 127, pp. 950-058. https://doi.org/10.1016/j.conbuildmat.2016.10.047.
Bonavetti, V.L.; Rahhal, V.F. (2006). Interacción de adiciones minerales en pastas de cemento. Revista de la Construccion, 52 (268), pp. 57-64. https://repositorio.uc.cl/handle/11534/11378
Bravo, M.; de Brito, J.; Pontes, J.; Evangelista, L. (2015). Mechanical performance of concrete made with aggregates from construction and demolition waste recycling plants. Journal of Cleaner Production, 99, pp. 59-74. https://doi.org/10.1016/j.jclepro.2015.03.012.
Bulatović, V.; Melešev, M.; Radeka, M.; Radonjanin, V.; Lukić, I. (2019). Evaluation of sulfate resistance of concrete with recycled and natural aggregates, Construction and Building Materials. 152, pp. 614-631. http://dx.doi.org/10.1016/j.conbuildmat.2017.06.161.
Cai, R.; He, Z.; Tang, S.; Wu, T.; Chen, E. (2018). The early hydration of metakaolin blended cements by non-contact impedance measurement. Cement and Concrete Composites, 92, pp. 70-81. https://doi.org/10.1016/j.cemconcomp.2018.06.001.
Chen, F.; Gao, J.; Qi, B.; Shen, D. (2019). Deterioration mechanism of plain and blended cement mortars partially exposed to sulfate attack. Construction and Building Materials, 154, pp. 849-856. https://doi.org/10.1016/j.conbuildmat.2017.08.017.
Choudhary, H.K.; A.V. A.; Kumar, R.; Panzi, M.E.; Matteppanavar, S.; Sherikar, B.N.; Sahoo, B. (2015). Observation of phase transformations in cement during hydratation. Construction and Building Materials, 101, pp. 122-129. https://doi.org/10.1016/j.conbuildmat.2015.10.027.
EFNARC (2002). Specification and guidelines for self-compacting concrete. European association for producers and applicators of specialist building products. http://www.efnarc.org/pdf/SandGforSCC.PDF
EPG (2005). BIBM, CEMBUREAU, ERMCO, EFCA, EFNARC. The European guidelines for self compacting concrete: specification, production and use. The Self-Compacting Concrete European Project Group. http://www.efca.info/download/european-guidelines-for-self-compacting-concrete-scc
Ercikdi, B.; Külekci, G.; Yılmaz, T. (2015). Utilization of granulated marble wastes and waste bricks as mineral admixture in cemented paste backfill of sulphide-rich tailings. Construction and Building Materials, 93, pp. 573–583. http://dx.doi.org/10.1016/j.conbuildmat.2015.06.042
Gálvez-Martos, J.L.; Styles, D.; Schoenberger, H.; Zeschmar-Lahl, B. (2018). Construction and demolition waste best management practice in Europe. Resources, Conservation & Recycling, 136, pp. 166–178. https://doi.org/10.1016/j.resconrec.2018.04.016.
Gill, A.S.; Siddique, R. (2018). Durability properties of self compacting concrete incorporating metakaolin and rice husk ash. Construction and Building Materials, 176, pp. 323-332. https://doi.org/10.1016/j.conbuildmat.2018.05.054.
Gülsan, M.E.; Alzeebaree, R.; Rasheed, A. A.; Nis, A.; Kurtoğlu, A.E. (2019). Development of fly ash/slag based self compacting geopolymer concrete using nano-silica and steel fiber. Construction and Building Materials, 211, pp. 271-283. https://doi.org/10.1016/j.conbuildmat.2019.03.228
Irbe, L.; Beddoe, R.E.; Heinz, D. (2019). The role of aluminium in C-A-S-H during sulfate attack on concrete. Cement and Concrete Research, 116, pp. 71-80. https://doi.org/10.1016/j.cemconres.2018.11.012
Islam, R.; Nazifa, T.H.; Yuniarto, A.; Uddin, A.S.M.S.; Salmiati, S.; Shahid, S. (2019). An empirical study of construction and demolition waste generation and implication of recycling. Waste Management, 95, pp. 10–21. https://doi.org/10.1016/j.wasman.2019.05.049
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Li, H.; Dong, L.; Jiang, Z., Yang, X.; Yang, Z. (2016). Study on utilization of red brick waste powder in the production of cement-based red decorative plaster for walls. Journal of Cleaner Production, 133, pp. 1017- 1026. [Online] Disponible en: https://doi.org/10.1016/j.jclepro.2016.05.149. [Consultado 1 de octubre 2019].
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spelling Silva Urrego, Yimmy Fernandob845fa87e7617cdfaf5669735dcc5a77500Delvasto, Silviofbd746a9a778aedf68ff9d542e975e903002020-02-03 00:00:002022-06-17T20:20:38Z2020-02-03 00:00:002022-06-17T20:20:38Z2020-02-031794-1237https://repository.eia.edu.co/handle/11190/510310.24050/reia.v17i33.13612463-0950https://doi.org/10.24050/reia.v17i33.1361En este trabajo se presentan resultados de un estudio experimental sobre la resistencia al ataque externo de sulfato de sodio (Na2SO4) en concretos autocompactantes (CACs) con residuo de mampostería (RM).  Los CACs presentaban un contenido de agua constante de 202,5 kg/m3 y diferentes volúmenes de RM (0%, 25% Y 50%) como reemplazo parcial de cemento Portland (OPC) expuesto a una solución de sulfato de sodio al 5%. Las propiedades en estado fresco como fluidez, capacidad de paso y resistencia a la segregación se evaluaron mediante el flujo de asentamiento, embudo en V y caja en L. En estado endurecido, la resistencia a la compresión y expansión fueron determinadas. Por otra parte, técnicas de difracción de rayos X (DRX), microscopia electrónica de barrido (MEB) y espectroscopia de Infrarrojo con transformada de Fourier (FTIR) fueron aplicadas en pastas para investigar los efectos de los sulfatos sobre la microestructura.  Los resultados mostraron que todas las mezclas cumplen las propiedades en estado fresco, además se encontró que cuando los CACs son inmersos en la solución de sulfato de sodio, el RM puede mejorar la resistencia de los CACs al ataque por sulfatos en comparación con el CAC solo de OPC.In this paper are shown the results of an experimental study of self compacting concretes with residue of masonry about their resistance to external sulfate attack, they presented a constant content of water of 202,5 kg/m3 and different volumes of RM (0%, 25% Y 50%) as a partial replacement of Portland cement (OPC) exposed to a sulfate sodium solution at 5%. The properties in fresh state as fluidity, passing ability and resistance to segregation were evaluated through slump flow, V-funnel and L-box. In hard state, the compression strength and expansion were determinate. Besides, techniques of X-ray diffraction (XRD), scanning electron microscopy (SEM) and Fourier transform infrared spectroscopy (FTIR) were applied to pastes in order to investigate the effects of sulfates on the microstructure. The results showed that all mixes have the properties onfresh state. Also, it was found that when CACs areexposed in a sodium sulfate solution, the RM can improve the resistance of CACs to the sulfates attack comparing with CAC only of OPC.application/pdfspaFondo Editorial EIA - Universidad EIARevista EIA - 2020https://creativecommons.org/licenses/by-nc-nd/4.0info:eu-repo/semantics/openAccessEsta obra está bajo una licencia internacional Creative Commons Atribución-NoComercial-SinDerivadas 4.0.http://purl.org/coar/access_right/c_abf2https://revistas.eia.edu.co/index.php/reveia/article/view/1361Residuo de mamposteríaConcreto autocompactanteSulfatosExpansiónEtringita.ceramico / materiales compuestosResidue of masonrySelf-compacting concreteSulfatesExpansionEttringiteInfluencia del residuo de mampostería en la resistencia de concretos autocompactantes al ataque por sulfato de sodioInfluence of masonry residue on the resistance of self-compacting concrete to the sodium sulfate attackArtículo de revistaJournal articlehttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionTexthttp://purl.org/redcol/resource_type/ARTREFhttp://purl.org/coar/version/c_970fb48d4fbd8a85Abd Elaty, M.A.A.; Ghazy M.F. (2018). Fluidity evaluation of fiber reinforced-self compacting concrete based on buoyancy law. HBRC Journal, 14, pp. 368-378. https://doi.org/10.1016/j.hbrcj.2017.04.003.Asensio de Lucas, E.; Medina, C.; Frías, M.; Sánchez de Rojas, M.I. (2016). Clay-based construction and demolition waste as a pozzolanic addition in blended cements. Effect on sulfate resistance. Construction and Building Materials, 127, pp. 950-058. https://doi.org/10.1016/j.conbuildmat.2016.10.047.Bonavetti, V.L.; Rahhal, V.F. (2006). Interacción de adiciones minerales en pastas de cemento. Revista de la Construccion, 52 (268), pp. 57-64. https://repositorio.uc.cl/handle/11534/11378Bravo, M.; de Brito, J.; Pontes, J.; Evangelista, L. (2015). Mechanical performance of concrete made with aggregates from construction and demolition waste recycling plants. Journal of Cleaner Production, 99, pp. 59-74. https://doi.org/10.1016/j.jclepro.2015.03.012.Bulatović, V.; Melešev, M.; Radeka, M.; Radonjanin, V.; Lukić, I. (2019). Evaluation of sulfate resistance of concrete with recycled and natural aggregates, Construction and Building Materials. 152, pp. 614-631. http://dx.doi.org/10.1016/j.conbuildmat.2017.06.161.Cai, R.; He, Z.; Tang, S.; Wu, T.; Chen, E. (2018). The early hydration of metakaolin blended cements by non-contact impedance measurement. Cement and Concrete Composites, 92, pp. 70-81. https://doi.org/10.1016/j.cemconcomp.2018.06.001.Chen, F.; Gao, J.; Qi, B.; Shen, D. (2019). Deterioration mechanism of plain and blended cement mortars partially exposed to sulfate attack. Construction and Building Materials, 154, pp. 849-856. https://doi.org/10.1016/j.conbuildmat.2017.08.017.Choudhary, H.K.; A.V. A.; Kumar, R.; Panzi, M.E.; Matteppanavar, S.; Sherikar, B.N.; Sahoo, B. (2015). Observation of phase transformations in cement during hydratation. Construction and Building Materials, 101, pp. 122-129. https://doi.org/10.1016/j.conbuildmat.2015.10.027.EFNARC (2002). Specification and guidelines for self-compacting concrete. European association for producers and applicators of specialist building products. http://www.efnarc.org/pdf/SandGforSCC.PDFEPG (2005). BIBM, CEMBUREAU, ERMCO, EFCA, EFNARC. The European guidelines for self compacting concrete: specification, production and use. The Self-Compacting Concrete European Project Group. http://www.efca.info/download/european-guidelines-for-self-compacting-concrete-sccErcikdi, B.; Külekci, G.; Yılmaz, T. (2015). Utilization of granulated marble wastes and waste bricks as mineral admixture in cemented paste backfill of sulphide-rich tailings. Construction and Building Materials, 93, pp. 573–583. http://dx.doi.org/10.1016/j.conbuildmat.2015.06.042Gálvez-Martos, J.L.; Styles, D.; Schoenberger, H.; Zeschmar-Lahl, B. (2018). Construction and demolition waste best management practice in Europe. Resources, Conservation & Recycling, 136, pp. 166–178. https://doi.org/10.1016/j.resconrec.2018.04.016.Gill, A.S.; Siddique, R. (2018). Durability properties of self compacting concrete incorporating metakaolin and rice husk ash. Construction and Building Materials, 176, pp. 323-332. https://doi.org/10.1016/j.conbuildmat.2018.05.054.Gülsan, M.E.; Alzeebaree, R.; Rasheed, A. A.; Nis, A.; Kurtoğlu, A.E. (2019). Development of fly ash/slag based self compacting geopolymer concrete using nano-silica and steel fiber. Construction and Building Materials, 211, pp. 271-283. https://doi.org/10.1016/j.conbuildmat.2019.03.228Irbe, L.; Beddoe, R.E.; Heinz, D. (2019). The role of aluminium in C-A-S-H during sulfate attack on concrete. Cement and Concrete Research, 116, pp. 71-80. https://doi.org/10.1016/j.cemconres.2018.11.012Islam, R.; Nazifa, T.H.; Yuniarto, A.; Uddin, A.S.M.S.; Salmiati, S.; Shahid, S. (2019). 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Construction and Building Materials, 209, pp. 115-125. https://doi.org/10.1016/j.conbuildmat.2019.03.078https://revistas.eia.edu.co/index.php/reveia/article/download/1361/1282Núm. 33 , Año 2020143333014 pp. 117Revista EIAPublicationOREORE.xmltext/xml2649https://repository.eia.edu.co/bitstreams/f2d3591b-dfed-424b-b02b-cf50aeb3b552/downloaddb3859b464e597b571fce8c3999cb8edMD5111190/5103oai:repository.eia.edu.co:11190/51032023-07-25 17:04:18.278https://creativecommons.org/licenses/by-nc-nd/4.0Revista EIA - 2020metadata.onlyhttps://repository.eia.edu.coRepositorio Institucional Universidad EIAbdigital@metabiblioteca.com