Estrategias de prevención y mantenimiento para edificaciones hospitalarias en entornos marinos tropicales: manual de gestión preventiva de patologías constructivas para el hospital de guapi e.s.e.

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dc.contributor.advisorGamba Gómez, Osmar Albert
dc.contributor.authorZuleta Olarte, Alejandro
dc.contributor.authorOlarte Martinez, Carlos Manuel
dc.contributor.corporatenameUniversidad Santo Tomás
dc.date.accessioned2026-07-14T14:28:44Z
dc.date.available2026-07-14T14:28:44Z
dc.date.issued2026-06-22
dc.descriptionEl principal objetivo del estudio presente tiene como fin diseñar un manual de gestión preventiva de patologías constructivas orientado a edificaciones hospitalarias ubicadas en entornos marino-tropicales, con aplicación específica en el Hospital de Guapi E.S.E., con el propósito de optimizar la durabilidad, funcionalidad operativa y resiliencia de la infraestructura. La investigación se desarrolló bajo un enfoque cualitativo aplicado y un alcance descriptivo y explicativo, mediante un diseño de estudio de caso único. Se implementó una estrategia de triangulación metodológica que integró revisión documental de literatura científica indexada y normativa técnica (ACI, ASTM, ISO y NSR-10), inspecciones visuales sistemáticas mediante fichas técnicas y entrevistas semiestructuradas a profesionales del sector. Adicionalmente, se incorporaron modelos avanzados de durabilidad como la segunda ley de Fick para la penetración de cloruros, el análisis del frente de carbonatación y el control de fisuración, junto con enfoques de mantenimiento basado en la condición (CBM) y mantenimiento centrado en la confiabilidad (RCM). Los resultados evidenciaron seis categorías de patologías constructivas, destacándose la corrosión en el acero de refuerzo inducida por cloruros y el efecto de carbonatación como responsables del 80 % del riesgo estructural. Asimismo, se determinó que la interacción entre humedad, temperatura y concentración de cloruros acelera significativamente el deterioro, reduciendo la vida útil de la infraestructura. Se concluye que el deterioro responde a la interacción entre condiciones ambientales extremas y deficiencias en la gestión del mantenimiento. El manual propuesto permite anticipar fallas, optimizar la toma de decisiones y fortalecer la resiliencia hospitalaria.
dc.description.abstractThe main objective of this study is to design a manual for the preventive management of construction-related pathologies in hospital buildings located in marine-tropical environments, with specific application at the Guapi E.S.E. Hospital, in order to optimize the durability, operational functionality, and resilience of the infrastructure. The research was conducted using an applied qualitative approach with a descriptive and explanatory scope, employing a single-case study design. A methodological triangulation strategy was implemented, integrating a review of indexed scientific literature and technical standards (ACI, ASTM, ISO, and NSR-10), systematic visual inspections using technical data sheets, and semi-structured interviews with industry professionals. Additionally, advanced durability models were incorporated, such as Fick’s second law for chloride penetration, carbonation front analysis, and crack control, along with condition-based maintenance (CBM) and reliability-centered maintenance (RCM) approaches. The results revealed six categories of structural pathologies, with chloride-induced corrosion of reinforcing steel and the effects of carbonation standing out as responsible for 80% of the structural risk. Furthermore, it was determined that the interaction between humidity, temperature, and chloride concentration significantly accelerates deterioration, reducing the infrastructure’s service life. It is concluded that deterioration results from the interaction between extreme environmental conditions and deficiencies in maintenance management. The proposed manual enables the anticipation of failures, optimizes decision-making, and strengthens hospital resilience.
dc.description.degreelevelMaestríaspa
dc.description.degreenameMagister en Patología de la Construcciónspa
dc.format.mimetypeapplication/pdf
dc.identifier.citationZuleta Olarte, A. y Olarte Martinez C. M. (2026).Estrategias de prevención y mantenimiento para edificaciones hospitalarias en entornos marinos tropicales: manual de gestión preventiva de patologías constructivas para el hospital de guapi e.s.e. [Trabajo de Maestria. Universidad Santo Tomás]. Repositorio Institucional
dc.identifier.instnameinstname:Universidad Santo Tomásspa
dc.identifier.reponamereponame:Repositorio Institucional Universidad Santo Tomásspa
dc.identifier.repourlrepourl:https://repository.usta.edu.cospa
dc.identifier.urihttp://hdl.handle.net/11634/73149
dc.language.isospa
dc.publisherUniversidad Santo Tomásspa
dc.publisher.branchCRAI-USTA Bogotá
dc.publisher.facultyFacultad de Ingeniería Civilspa
dc.publisher.programMaestría en Patología de la Construcciónspa
dc.relation.referencesAmerican Concrete Institute. (2017). Guide to protection of metals in concrete against corrosion (ACI 222R-17). American Concrete Institute.
dc.relation.referencesAmerican Concrete Institute. (2019). Building code requirements for structural concrete (ACI 318-19) and commentary. American Concrete Institute.
dc.relation.referencesAndrade, C., & Alonso, C. (2001). On-site measurements of corrosion rate of reinforcements. Construction and Building Materials, 15(2–3), 141–145. https://doi.org/10.1016/S0950-0618(00)00063-5
dc.relation.referencesAngst, U., Elsener, B., Larsen, C. K., & Vennesland, Ø. (2009). Critical chloride content in reinforced concrete—A review. Cement and Concrete Research, 39(12), 1122–1138. https://doi.org/10.1016/j.cemconres.2009.08.006
dc.relation.referencesASTM International. (2015). Standard test method for corrosion potentials of uncoated reinforcing steel in concrete (ASTM C876-15). ASTM International.
dc.relation.referencesASTM International. (2019). Standard test method for determining the apparent chloride diffusion coefficient of cementitious mixtures (ASTM C1556-19). ASTM International.
dc.relation.referencesASTM International. (2020). Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration (ASTM C1202-19). ASTM International.
dc.relation.referencesBamforth, P. (2004). Enhancing reinforced concrete durability. Concrete International, 26(6), 41–47.
dc.relation.referencesBentz, D. P. (2008). A review of early-age properties of cement-based materials. Cement and Concrete Research, 38(2), 196–204. https://doi.org/10.1016/j.cemconres.2007.09.005
dc.relation.referencesBertolini, L., Elsener, B., Pedeferri, P., Polder, R., & Redaelli, E. (2013). Corrosion of steel in concrete: Prevention, diagnosis, repair (2nd ed.). Wiley. https://doi.org/10.1002/9783527657046
dc.relation.referencesBroomfield, J. P. (2007). Corrosion of steel in concrete: Understanding, investigation and repair. CRC Press. https://doi.org/10.1201/9781420008022
dc.relation.referencesCastro, P., de Rincón, O. T., & Pazini, E. J. (2001). Interpretation of chloride profiles from concrete exposed to tropical marine environments. Cement and Concrete Research, 31(4), 529–537. https://doi.org/10.1016/S0008-8846(01)00486-8
dc.relation.referencesDuraCrete. (2000). Probabilistic performance-based durability design of concrete structures. European Commission. https://doi.org/10.2777/30897
dc.relation.referencesfib. (2006). Model Code for Service Life Design (fib Bulletin No. 34). Fédération Internationale du Béton. https://doi.org/10.35789/fib.BULL.0034
dc.relation.referencesfib. (2010). Model Code for Concrete Structures 2010. Ernst & Sohn. https://doi.org/10.1002/9783433604090
dc.relation.referencesGlass, G. K., & Buenfeld, N. R. (1997). The presentation of the chloride threshold level for corrosion of steel in concrete. Corrosion Science, 39(5), 1001–1013. https://doi.org/10.1016/S0010-938X(97)00009-7
dc.relation.referencesInternational Organization for Standardization. (2012). Buildings and constructed assets—Service life planning—Part 1: General principles and framework (ISO 15686-1). ISO.
dc.relation.referencesInternational Organization for Standardization. (2017). Corrosion of metals and alloys—Corrosivity of atmospheres—Classification, determination and estimation (ISO 9223). ISO.
dc.relation.referencesMehta, P. K., & Monteiro, P. J. M. (2014). Concrete: Microstructure, properties, and materials (4th ed.). McGraw-Hill Education.
dc.relation.referencesNeville, A. M. (2011). Properties of concrete (5th ed.). Pearson Education Limited.
dc.relation.referencesNguyen, T. H., & Tran, T. T. (2018). Chloride diffusion in concrete: A review. Construction and Building Materials, 188, 709–721. https://doi.org/10.1016/j.conbuildmat.2018.08.079
dc.relation.referencesPacheco-Torgal, F., Jalali, S., Labrincha, J., & John, V. M. (Eds.). (2013). Eco-efficient concrete. Woodhead Publishing. https://doi.org/10.1533/9780857098990
dc.relation.referencesPapadakis, V. G. (2000). Effect of supplementary cementing materials on concrete resistance against carbonation and chloride ingress. Cement and Concrete Research, 30(2), 291–299. https://doi.org/10.1016/S0008-8846(99)00249-5
dc.relation.referencesPapadakis, V. G., Vayenas, C. G., & Fardis, M. N. (1992). Physical and chemical characteristics affecting the durability of concrete. ACI Materials Journal, 89(2), 186–196. https://doi.org/10.14359/1863
dc.relation.referencesRodríguez, J., Ortega, L. M., & Casal, J. (1997). Load carrying capacity of concrete structures with corroded reinforcement. Construction and Building Materials, 11(4), 239–248. https://doi.org/10.1016/S0950-0618(97)00043-3
dc.relation.referencesSong, H. W., & Saraswathy, V. (2007). Corrosion monitoring of reinforced concrete structures. International Journal of Electrochemical Science, 2(1), 1–28.
dc.relation.referencesTuutti, K. (1982). Corrosion of steel in concrete. Swedish Cement and Concrete Research Institute.
dc.relation.referencesVu, K. A. T., & Stewart, M. G. (2000). Structural reliability of concrete bridges including improved chloride-induced corrosion models. Structural Safety, 22(4), 313–333. https://doi.org/10.1016/S0167-4730(00)00018-7
dc.relation.referencesZhang, T., & Gjørv, O. E. (1996). Diffusion behavior of chloride ions in concrete. Cement and Concrete Research, 26(10), 1533–1542. https://doi.org/10.1016/0008-8846(96)00130-8
dc.relation.referencesZhang, D., & Gjørv, O. E. (1991). Diffusion of chloride ions into concrete. Cement and Concrete Research, 21(4), 623–635. https://doi.org/10.1016/0008-8846(91)90109-O
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.coarhttp://purl.org/coar/access_right/c_abf2
dc.rights.localAbierto (Texto Completo)spa
dc.subject.keywordChloride corrosion
dc.subject.keywordDurability of concrete
dc.subject.keywordHospital Infrastructure
dc.subject.keywordCondition-Based Maintenance
dc.subject.keywordMarine-tropical environments.
dc.subject.lembPreventiva de Patologías
dc.subject.lembInfraestructura hospitalaria
dc.subject.lembMantenimiento de infraestructura
dc.subject.lembDegradación fisicoquímica
dc.subject.proposalCorrosión por cloruros
dc.subject.proposalDurabilidad del concreto
dc.subject.proposalInfraestructura hospitalaria
dc.subject.proposalMantenimiento basado en condición
dc.subject.proposalAmbientes marino-tropicales.
dc.titleEstrategias de prevención y mantenimiento para edificaciones hospitalarias en entornos marinos tropicales: manual de gestión preventiva de patologías constructivas para el hospital de guapi e.s.e.
dc.typemaster thesis
dc.type.coarhttp://purl.org/coar/resource_type/c_bdcc
dc.type.coarversionhttp://purl.org/coar/version/c_ab4af688f83e57aaspa
dc.type.driveinfo:eu-repo/semantics/masterThesisspa
dc.type.localTesis de maestríaspa
dc.type.versioninfo:eu-repo/semantics/acceptedVersionspa

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