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

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dc.contributor.authorSilva Urrego, Yimmy Fernandospa
dc.contributor.authorDelvasto, Silviospa
dc.date.accessioned2020-02-03 00:00:00
dc.date.accessioned2022-06-17T20:20:38Z
dc.date.available2020-02-03 00:00:00
dc.date.available2022-06-17T20:20:38Z
dc.date.issued2020-02-03
dc.description.abstractEn 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.spa
dc.description.abstractIn 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.eng
dc.format.mimetypeapplication/pdfspa
dc.identifier.doi10.24050/reia.v17i33.1361
dc.identifier.eissn2463-0950
dc.identifier.issn1794-1237
dc.identifier.urihttps://repository.eia.edu.co/handle/11190/5103
dc.identifier.urlhttps://doi.org/10.24050/reia.v17i33.1361
dc.language.isospaspa
dc.publisherFondo Editorial EIA - Universidad EIAspa
dc.relation.bitstreamhttps://revistas.eia.edu.co/index.php/reveia/article/download/1361/1282
dc.relation.citationeditionNúm. 33 , Año 2020spa
dc.relation.citationendpage14
dc.relation.citationissue33spa
dc.relation.citationstartpage33014 pp. 1
dc.relation.citationvolume17spa
dc.relation.ispartofjournalRevista EIAspa
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dc.rightsRevista EIA - 2020spa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.coarhttp://purl.org/coar/access_right/c_abf2spa
dc.rights.creativecommonsEsta obra está bajo una licencia internacional Creative Commons Atribución-NoComercial-SinDerivadas 4.0.spa
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0spa
dc.sourcehttps://revistas.eia.edu.co/index.php/reveia/article/view/1361spa
dc.subjectResiduo de mamposteríaspa
dc.subjectConcreto autocompactantespa
dc.subjectSulfatosspa
dc.subjectExpansiónspa
dc.subjectEtringita.spa
dc.subjectceramico / materiales compuestosspa
dc.subjectResidue of masonryeng
dc.subjectSelf-compacting concreteeng
dc.subjectSulfateseng
dc.subjectExpansioneng
dc.subjectEttringiteeng
dc.titleInfluencia del residuo de mampostería en la resistencia de concretos autocompactantes al ataque por sulfato de sodiospa
dc.title.translatedInfluence of masonry residue on the resistance of self-compacting concrete to the sodium sulfate attackeng
dc.typeArtículo de revistaspa
dc.typeJournal articleeng
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dc.type.coarversionhttp://purl.org/coar/version/c_970fb48d4fbd8a85spa
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