Especialización Patología de la Construcción
URI permanente para esta colecciónhttp://hdl.handle.net/11634/116
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Envíos recientes
Ítem Estudio patológico de la cubierta en estructura de madera y teja de barro para solucionar patología en el teatro de Santa Rosa de Viterbo Fernando Soto Aparicio(Universidad Santo Tomás, 2025-04-08) Rodriguez Niño, Lina Maria; Pacheco Sánchez, Crisrian Javier; Garavito Almonacid, Diana Patricia; Universidad Santo TomásThe present pathological study was carried out with an academic approach, taking as the object of investigation the Theater of Santa Rosa de Viterbo Fernando Soto Aparicio located in the municipality of Santa Rosa de Viterbo, Boyacá. This space has a high architectural value since this building has been declared a BIEN DE INTERES CULTURAL E HISTORICO DEL AMBITO MUNICIPAL and also for the community, since it is a meeting point for various social and cultural groups. The building presents multiple pathologies, but in this specific study the analysis and diagnosis of the pathologies resulting from the partial collapse of the wooden structure roof will be carried out. A detailed analysis of these problems was developed in order to formulate intervention proposals. The main objective of this work is to present solutions to be implemented in the future, thus guaranteeing the maintenance and optimal functionality of the building.Ítem Diagnostico Patologico y Popuesta de Rehabilitacion de una Vivienda Unifamiliar en Sogamoso, Boyaca(Universidad Santo Tomás, 2025-04-04) Larrotta Forero, Natalia Carolina; Barreto Castillo, Walter Mauricio; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000238988; https://scholar.google.es/citations?hl=es&user=HtYvNDwAAAAJ; https://orcid.org/0000-0001-6150-7153This study focuses on the pathological evaluation and rehabilitation of a single-family house located in Sogamoso, Boyacá, which presents several structural damages that compromise its safety and functionality. The building, composed of a mixed system of load-bearing walls and reinforced concrete frames, shows deterioration derived from its exposure to environmental conditions and the lack of preventive maintenance. The investigation was developed through a systematic approach that included detailed inspections and technical analysis to identify pathologies and their underlying causes. Based on the results, specific intervention strategies were designed, focused on mitigating the damage and restoring the functionality of the house. Among the proposed solutions were the repair of cracks in the walls by means of specialized mortar injection techniques, the stabilization of foundations through structural reinforcements and the implementation of confinement elements in critical areas to improve the building's resistance to dynamic loads and seismic events. This work not only solves a particular case, but also offers a practical approach for the diagnosis and intervention of similar buildings, integrating technical data and solutions adapted to the local context.Ítem Estudio Patológico de la Casa B5 Ubicada en el Condomimio Barú de Villavicencio - Meta(Universidad Santo Tomás, 2025-04-01) Pinilla Amaya, Yeiner Eduardo; Suárez Villa, Luis Alejandro; Martínez Forero, Manuel Fernando; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001547487; https://scholar.google.com/citations?hl=es&user=OLEXH5EAAAAJ; https://orcid.org/0000-0002-7579-4541This pathological study examines the deteriorating conditions of the pool at House B5 in the Baru Condominium, Villavicencio, Meta, built in 2015 with a framed structural system. The pool was initially constructed with PVC panels filled with plain concrete and covered with a specialized coating. However, it suffered structural damage, was demolished, and rebuilt in reinforced concrete with double welded mesh on-site. Since 2018, the house has been unoccupied, and the pool remains abandoned, with contaminated water and no maintenance. This has led to vegetation growth in the social area, and the development of cracks, fissures, oxidation in the mesh, and concrete spalling. The study includes sclerometer tests to assess concrete strength, an analysis of cracks and fissures, and a detailed visual inspection to determine whether cleaning activities are viable or if structural reinforcement is required. Proposed activities include draining the pool, cleaning walls and slabs, repairing eroded areas, corrosion treatment, waterproofing, and final finishing as per the owner's requirements. It is concluded that the primary deterioration factor is the prolonged abandonment of the structure, which has accelerated the observed pathologies, highlighting the urgency of intervention to halt further degradation and restore the pool to optimal conditions.Ítem Identificación de Lesiones y Patología para la Casa Villa del Prado en la Ciudad de Bogotá D.C(Universidad Santo Tomás, 2024) Villamil Arteaga, Heber David; Nieto Franco, Francisco Alejandro; Granados Audiverth, Andrés Felipe; Barreto Castillo, Walter Mauricio; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000238988; https://scholar.google.com/citations?user=HtYvNDwAAAAJ&hl=es&oi=ao; https://orcid.org/0000-0001-6150-7153A differential settlement injury is a common phenomenon in constructions, characterized by the uneven variation in the settlement levels of different parts of a structure. This can be caused by several factors, such as soil heterogeneity, uneven loads on the structure, or foundation issues. This thesis presents the consequences of differential settlements, which include cracks in walls, floors, and ceilings, as well as the displacement and distortion of the structure. The tests used to detect these issues incorporate level measurements, visual inspection, soil studies, horizontal leveling of floors, and vertical leveling of walls or columns, as applied in this report. Accurate diagnosis is crucial to implementing effective corrective measures and ensuring the long-term safety and stability of the structure. The document outlines the different phases of the pathological study, including Clinical History, visual inspection, auscultation and/or exploration of the building, assessment, proposed interventions, budget, timeline, conclusions, and recommendations. Overall, it was determined that the building requires structural and locative interventions to repair various structural and non-structural elements.Ítem Estudio Patológico Edificio Tribecca 2 Ubicado en la Ciudad de Bucaramanga Santander(Universidad Santo Tomás, 2025) Gómez Navarro, José Alberto; Marín Marín, Sebastián; Cáceres Remolina, Yuli Paola; Martínez Forero, Manuel Fernando; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001547487; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0002065982; https://scholar.google.com/citations?hl=es&user=OLEXH5EAAAAJ; https://orcid.org/0000-0002-7579-4541; https://orcid.org/0000-0001-6738-1483; https://orcid.org/0000-0002-0353-2892This study analyzes the pathologies present in the parking areas of the Tribecca 2 building, located in the city of Bucaramanga, Santander. The objective is to identify and to determine whether the failures or damages originated during the design or construction stages, or if they are issues that have developed over time. Additionally, the study aims to assess the severity of these pathologies and, through non-destructive testing, verify the quality of the materials that make up the building's structural elements. During the study and inspection visits, pathologies such as moisture, cracks, and exposed reinforcement bars due to material loss or inadequate concrete cover were identified. Each case and its associated damage were documented, creating a "medical history" that includes the diagnosis phase and an intervention proposal, using data collection sheets. The analysis identified the factors that caused the damage and determined the necessary tests to recommend repair and maintenance alternatives. A detailed schedule was developed for the execution of activities, along with a work proposal and a budget tailored to the needs of the building's residents, to provide better support throughout the project's developmentÍtem Estudio de Patologías en la Mampostería del Colegio de Boyacá, Edificio Republicano Tramo Sur, de la Ciudad de Tunja(Universidad Santo Tomás, 2025) Cardozo Barrera, Diego Alexander; González Suarique, María Fernanda; Martínez Forero, Manuel Fernando; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001547487; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0002030308; https://scholar.google.com/citations?hl=es&user=OLEXH5EAAAAJ; https://orcid.org/0000-0002-7579-4541This research addresses the analysis of the pathologies present in the masonry of the Colegio de Boyacá (COLBOY), a Republican building in the southern section, located in the city of Tunja. Property declared a National Asset of Cultural Interest through Resolution 0454 of 2022, this document seeks to diagnose the current state of conservation of the masonry, identifying the causes of deterioration, its manifestations and possible impacts on the structural stability of the property. To achieve this, a mixed approach methodology was used that included a documentary review to contextualize the construction from the historical and constructive scope, a visual inspection to record the pathologies present, and a technical evaluation through non-destructive testing of the affected materials. The pathological process was classified according to its nature and severity, covering damage such as fissures, moisture stains, erosion and detachments. Based on the above, results are presented that reveal that the deterioration of masonry is directly caused by environmental factors, the aging of materials and the absence of adequate preventive maintenance. Based on these findings, technical recommendations were formulated aimed at the proposal for intervention and conservation of the building, prioritizing the use of materials and techniques compatible with its heritage value.Ítem Estudio Diagnostico de Patologias Principales en el Bloque C(Universidad Santo Tomás, 2024) Cortes Triviño, Luis Steven; Arévalo Rojas, German Alfonso; Sarmiento Ávila, Luis Giovanni; Duque Gutiérrez, María Paz; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001954616; https://scholar.google.com/citations?hl=es&user=k9sb4usAAAAJ; https://orcid.org/0000-0002-1245-0944The complex known as the Gobernación del Huila plays an essential role in organizing and managing municipal activities, functioning as an intermediary between the municipalities and the national government. Its main objective is to ensure that residential public services are delivered consistently and appropriately, in compliance with the law and the Constitution. This complex is made up of three main blocks: A, B, and C, each with specific structural characteristics. In general terms, all blocks have a semi-basement and a shallow foundation system that includes footings and retaining walls. Sectors A and C are designed with reinforced concrete frames to withstand seismic activity, while sector B incorporates shear walls in its structure. All buildings are designed for Minimal Energy Dissipation (DMI), based on structural plans provided by the government. However, it is important to highlight that significant issues related to humidity have been identified in block C, which is considered a pathological situation. This problem can affect not only the structural integrity of the building but also the health of its occupants. In this context, a detailed analysis is required to determine the causes of the humidity and establish appropriate solutions to ensure the durability of the block and the well-being of those who use it.Ítem Identificación de Patologías Ocasionadas por Falta de Mantenimiento en Edificación Patrimonial Casa Victoria de la Ciudad de Pereira, Departamento de Risaralda.(Universidad Santo Tomás, 2025-03-04) Flórez Navarro , Jessika Paola; Hinojosa Millan, Carolina; Pinilla Prieto, Angie Katherinne; Flórez Castillo, Kevin José; Zambrano Vásquez, Diana Mylena; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000116359; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000082175; https://scholar.google.com/citations?hl=es&user=bxudHK8AAAAJ; https://orcid.org/0009-0004-6042-1250This work addresses the analysis of structural pathologies the house victory, architectural heritage structure located in the city of Pereira, Colombia The research focuses on identifying, Evaluate and propose solutions to problems arising from lack of maintenance, moisture damage and demolitions carried out on the building’s third floor. The methodology includes initial visual inspection, diagnosis based on visual inspections, non-destructive testing and historical-architectural analysis of the property. The findings reveal that water leaks have compromised the integrity of the original materials, causing deterioration in walls, floors and decorative elements. In addition, previous interventions on the upper level may have led to structural modifications which weaken the load-bearing system. As part of the conclusions, it is emphasized the need to implement a comprehensive conservation plan that includes moisture control, structural stabilization of the affected areas and restitution of heritage elements. This work seeks to contribute through the visual inspection of pathologies the preservation of this architectural heritage of Pereira.Ítem Análisis Patológico de Edificio Caja de Compensación Familiar -Comfamiliar Seccional Tumaco(Universidad Santo Tomás, 2024-06-15) Martínez Rosero, Darío Alexander; Barreto Castillo, Walter Mauricio; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000238988; https://scholar.google.es/citations?hl=es&user=HtYvNDwAAAAJ; https://orcid.org/0000-0001-6150-7153The pathology of construction becomes very important when intervening in any building or civil or architectural structure, as it allows for a complete analysis using scientific, practical, and technical methods, focused on the accurate diagnosis of the mentioned structure for its rehabilitation, in the best case, with methods suited to its requirementsÍtem Estudio Patológico de la Caseta de Control en la Subestación Eléctrica Guabinas en el Municipio de Yumbo – Valle del Cauca(Universidad Santo Tomás, 2024) Suárez Escobar, Andrés Camilo; Pinzón Galvis, Janneth; Sánchez Lozano, Loorcin; Gómez Aristizábal, Miguel Steven; Martinez Forero, Manuel Fernando; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001547487; https://scholar.google.com/citations?hl=es&user=OLEXH5EAAAAJ; https://orcid.org/0000-0002-7579-4541; https://orcid.org/0000-0003-0075-9765This document develops the pathological study of the control booth at the Guabinas electrical substation in the municipality of Yumbo in Valle del Cauca, which corresponds to moment-resistant frames and has significant deterioration in its non-structural elements. The control house was built in 2019 by the energy company CELSIA for the operation of the 34.5 KV/13.2 KV substation, since its construction it has not undergone modifications and/or restorations due to different injuries presented, as studied during development of the specialization in Construction Pathology offered by the Santo Tomás University and what is stipulated in the Colombian Regulations for Earthquake Resistant Construction NSR-10, field visits and laboratory tests are carried out. determining the current state of the structure and proposing a possible restoration methodology for it.Ítem Identificación del Fenómeno Mecánico, a Partir de Lesiones Asociadas con Fisuras y Grietas en Vivienda de Esquina en el Barrio Manrique, en la Ciudad de Medellín(Universidad Santo Tomás, 2024-12-13) Mesa Rivera, Luisa Fernanda; Mesa Calderón, Katerine; Montealegre Embus, Brayhan Felipe; Barreto Castillo, Walter Mauricio; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000238988; https://scholar.google.com/citations?hl=es&user=HtYvNDwAAAAJ; https://orcid.org/0000-0001-6150-7153The injuries presented in the patient “Three-level house, located in the Manrique neighborhood, in the City of Medellín”, due to a rotational movement defined as “Torsion”, which has as its origin the sum of several factors, which in themselves alone, they would be insignificant for the damage, the pathological reasons for the primary cause present in the patient are: 1. Location, because it is a corner house 2. Topography, as mentioned above, it is a corner house. 3. Insufficient maintenance, it is a house built more than 50 years ago and the lack of maintenance can be observed. 4. The rigidity of the materials. Rotational movement, as the primary cause of the injuries presented in the case study, due to the push generated by the neighboring homes (in ascending order in the direction of the slope); and understanding that this thrust forcé occurs due to the horizontal component of the self-weight of each of the homes located upward on the slope of the road (71st Street). The home under study, being a corner house, and suffering from the push generated by the homes on 71st Street; It has a jammed condition due to race 33; which prevents its movement and thus generates torsional movement. Keywords: structural torsion, building damage, corner housing, slope thrust of housing, insufficient maintenance, material rigidity.Ítem Estudio de Aplastamiento en Columnas y Efectos en la Losa Superior en el Parqueadero de Dos Niveles del Conjunto Residencial Agrupación San Marcos Ubicado en la Localidad de Suba en la Ciudad de Bogotá, D.C.(Universidad Santo Tomás, 2024) Mora Núñez, Daniel Fernando; Rico Rodriguez, Juan Sebastian; Bustos Rojas, Wilson Javier; Garavito Almonacid, Diana patricia; Universidad Santo TomásThis report aims to investigate and analyze the pathologies present in the two-level parking facility of Conjunto San Marcos, located in the Suba locality of Bogotá. The parking structure consists of an underground level and a ground-level section, both of which are affected by significant structural issues that compromise their stability and functionality. The primary pathology identified is the crushing of the support columns, which has caused buckling in the upper slab of the ground-level section and resulted in cracks in the same slab. These damages, likely caused by deficiencies in structural design, overloading, or construction flaws, have altered the integrity of the infrastructure, posing a safety risk to users and impacting the long-term durability of the structure. Throughout this investigation, structural assessment tests will be conducted to determine the extent of the damage, as well as an analysis of the underlying causes contributing to the observed deterioration. Additionally, potential structural reinforcement solutions and preventive measures will be explored to prevent further damage in the future. The study aims to provide recommendations for the effective repair of the pathologies and the rehabilitation of the structure, ensuring its safety and functionality in the long term.Ítem Estudio Patológico Conjunto Residencial Picadilly P. H.(Universidad Santo Tomás, 2024) Builes Salazar, Robinson Arley; Ramírez Sanabria, Luis Alejandro; Martínez Forero, Manuel Fernando; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001547487; https://scholar.google.com/citations?user=OLEXH5EAAAAJ&hl=es&oi=ao; https://orcid.org/0000-0002-7579-4541In the field of construction with the passage of time is the deterioration of the structures and with it, it is manifested showing different pathologies in the materials used throughout the construction process, this due to different factors that are related to the conformation, the wear of the materials and the inappropriate treatment, choice or execution of the construction process, atmospheric changes, the level of exposure to chemical or environmental agents to which the structure is, among others. Being construction pathology the science that studies the construction problems that appear in a structure in any state of time as new, under construction or old, it is based on an analysis that allows the realization of different diagnoses from the behavior of a structure or of the elements that compose it, identifying the presence of damages or injuries within it.Ítem Estudio patológicovial de la avenida Francisco el Hombre carrera 7 entre calles 15 y 46 del distrito de Riohacha, La Guajira, Colombia(Universidad Santo Tomás, 2024) Vélez López, Lady Magally; Bustos Gutiérrez, Anngie Tatiana; Salcedo Cruz, Luis Eduardo; Duque Gutiérrez, María Paz; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001954616; https://scholar.google.com/citations?hl=es&user=k9sb4usAAAAJ; https://orcid.org/0000-0002-1245-0944This pathological study focuses on Avenida Francisco el Hombre, Carrera 7, between streets 15 and 46 in the district of Riohacha, La Guajira. The primary objective is to evaluate the physical, structural, and functional conditions of the road, identifying various issues that may compromise its safety, durability, and efficiency. Based on this evaluation, potential solutions will be formulated to mitigate the identified problems. Additionally, the project aims to improve access, mobility, and transportation conditions in the southern neighborhoods of the municipal head. The road infrastructure, composed of hydraulic concrete slabs and curbs, will be analyzed in detail to promote urban rehabilitation and adaptation. This study seeks not only to improve the road quality but also to foster commercial development and enhance overall mobility, ensuring greater safety for pedestrians and local merchants. Pathological records will be implemented to document the observed damages in the rigid pavement along the route from K0+000 to K1+600, contributing to a comprehensive understanding of the current road conditions and the necessary actions for improvement.Ítem Diagnóstico de las fisuras y filtraciones observadas en la placa del Puente Guamal ubicado en el K38+100 vía Villavicencio – Granada.(Universidad Santo Tomás, 2024-12-11) Gomez Aristizabal, Juan Camilo; Rojas Gutierrez, Leonard David; Ojeda Benavides, Angie Nayibe; Zambrano Vásquez, Diana Mylena; Universidad Santo TomásThe present study aims to diagnose the cracks and leaks observed in the slab of the Guamal Bridge, located at kilometer 38+100 on the Villavicencio–Granada Road, in order to identify their causes and propose corrective measures. For this purpose, a detailed technical evaluation was carried out, including visual inspections, structural surveys, and non-destructive tests, complemented by an analysis of environmental conditions, materials used, and construction methods employed in the bridge. Preliminary results indicate that the cracks are mainly associated with soil movements, repeated loads, temperature changes, differential settlements, and prolonged exposure to adverse climatic conditions typical of the region. On the other hand, the observed leaks result from the deterioration of expansion joints and an insufficient drainage system. Based on these findings, intervention strategies are proposed, including crack repair by performing high-pressure hydro-washing with water at 2000 PSI on all elements, surface preparation by scarifying and regularizing the section up to 8 cm behind the steel affected by corrosion, cleaning and protecting the reinforcement steel, applying a bonding agent, using low-shrinkage concrete for repair with a corrosion inhibitor, applying a corrosion inhibitor by impregnation, and injecting low-viscosity resin, such as methacrylate, into the cracks. This diagnosis contributes to the conservation of road infrastructure, ensuring its long-term functionality and safety.Ítem Estudio de la calidad del concreto en estructura de vivienda multifamiliar desarrollada por autoconstrucción en el sector de Patio Bonito Bogotá DC.(Universidad Santo Tomás, 2024) Mercedes, Alzate Marín; Jhon Fredy, Pedraza García; Juan Carlos, Celis Latorre; Duque Gutiérrez, María Paz; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001954616; https://scholar.google.com/citations?hl=es&user=k9sb4usAAAAJ; https://orcid.org/0000-0002-1245-0944This study reviews the pathologies found in a housing unit with progressive development in informal neighborhoods in Bogotá. The building process was conducted directly by the landowner, with the help of unskilled labor and collaborative community work. The house did not have soil studies, architectural designs, structural designs, or professional assistance. It should be noted that the development was progressive, starting with a superficial foundation and unreinforced masonry walls that in its second stage was consolidated with the construction of a solid concrete slab. In its third stage, the second floor was made in masonry walls partially with a concrete plate and then a third was built, which is complemented by a partial development of the lot at the level of a fourth floor. The construction system on the first floor can be associated with porticoes, but on the following floors the porticos disappear and become a partially confined masonry system. This construction system is widespread in the sector, making these constructions vulnerable to seismic phenomena and subject to urgent intervention to reduce the very high probability of collapse in the event of seismic events, safeguard the lives of their inhabitants and consolidate the only patrimony of families. The pathologies initially observed are related to deficient construction processes, low concrete strength, combined structural systems (gantries and partially confined masonry), reduction of concrete sections from one floor to the next, cracks in the concrete elements, among others. Given the nature of the property and the socio-economic situation of the home, characteristic of the entire neighborhood and in general of the 3000 neighborhoods in Bogotá that have similar conditions (500,000 homes), the present work seeks to characterize the quality of the concrete of the building with the use of destructive tests (cores) and non-destructive tests (sclerometers and ultrasound) and compare the results obtained in order to determine the reliability of the tests based on Non-destructive techniques for the pathological studies of this type of buildings, with the advantages in terms of time and cost for households.Ítem Estudio Patológico y Propuesta de Intervención de los Elementos de Madera de La Institucion Eductaiva San Jose, Circasia-Quindio(Universidad Santo Tomás, 2024-12-17) Buitrago Moncaleano, Olga Lucia; Meluk Bedoya, German; Ortiz Gómez, Diana Paola; Duque Gutiérrez, Maria Paz; Universidad Santo TomásThe objective of this work is to collect information, identify the pathologies, and assess the degree of deterioration of the central block of the San José Educational Institution, located in the municipality of Circasia, in the department of Quindío. The educational building was constructed in 1904, initially as a house with three small and uncomfortable classrooms. The lot was purchased by the community through the Vicentian Sisters, and the building was gradually renovated and expanded until it reached its current state, with a total construction area of 3,630 m². The structure is made of bahareque walls, combined with a wooden structural system and a clay tile roof. The study area is limited to the central block, which houses most of the classrooms for secondary and high school levels. A visual inspection of this block will be carried out to identify the pathologies, classify the most significant ones, and propose an appropriate intervention.Ítem Estudio de patología e intervención del bloque uno, Escuela Niño Jesús de Praga Municipio de Pupiales(Universidad Santo Tomás, 2024) Coral Rojas, James Abner; Barreto Castillo, Walter Mauricio; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000238988; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0002021870; https://scholar.google.com/citations?hl=es&user=HtYvNDwAAAAJ; https://orcid.org/0000-0001-6150-7153The Niño Jesús de Praga Urban School, catalogued as a group III and IV community care building in the NSR 010 standard, presents construction pathological processes due to the fact that its construction is prior to the issuance of the seismic-resistant standard, The main cause is identified as excessive deflection in the center of the portico due to the appearance of a crack-type mechanical injury. In addition, the lack of a maintenance plan led to the appearance of other injuries such as humidity, blossoming, cracks in masonry, algae growth, roof leakage, channel beam and disuse due to evacuation of the block under study.Ítem Diagnóstico y plan de rehabilitación de las fisuras, grietas y humedades que se presentan en la institución educativa PIO XI ubicado en el municipio de La Unión – Antioquia(Universidad Santo Tomás, 2024-12-11) García Ossa, Yohana; Arroyave Álvarez, Silvana Alejandra; Núñez Ospina, Rosa Beatriz; Duque Gutiérrez, María Paz; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001954616; https://scholar.google.com/citations?user=k9sb4usAAAAJ&hl=es&oi=ao; https://orcid.org/0000-0002-1245-0944This study analyzes the pathologies present in the Pio XI Educational Institution, located in the municipality of La Unión, Antioquia, a region with high humidity climatic conditions that favor the deterioration of the structures. The institution has several blocks, of which the analysis will focus on Block 1 and Block 2 due to the pathologies evidenced and the age of the buildings. Block 1, built more than 60 years ago with unreinforced masonry, reflects technical limitations of its time, including low resistance to structural loads and external factors such as humidity. On the other hand, Block 2, which uses a more modern concrete portico system, also shows signs of deterioration attributable to the aging of the materials and the environmental conditions of the region. Among the pathologies detected, fissures, cracks and humidity problems stand out. Through visual inspection and data collection, this study seeks to identify and document existing pathologies, proposing specific solutions including structural reinforcement techniques and strategies for moisture control and mitigation. These interventions aim to guarantee the safety, functionality and durability of the structures, in addition to generating useful information for the management of similar buildings in the region.Ítem Estudio de patología del Bloque Nuevo del Centro Comercial Sinfonía Ubicado en Villavicencio(Universidad Santo Tomás, 2024-12) Sarmiento Beltrán, Eduard Andrés; Garcia Huertas, Daniel Mateo; Ríos Villegas, Leonardo Alonso; Zambrano Vásquez, Diana Mylena; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000116359; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000184661; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001838782; https://scholar.google.com/citations?hl=es&user=bxudHK8AAAAJ; https://orcid.org/0009-0004-6042-1250The pathological study of the New Block of the Sinfonía Shopping Center aims to describe and diagnose the failures presented in the reinforced concrete structure, which was built up to the construction chapter of the mezzanine plate, and then was paralyzed, currently in a state of abandonment and at the mercy of the existing weather conditions in the city of Villavicencio. Likewise, a description is made of the failures found in the Previous Block, in which several types of pathological lesions are found due to the state of abandonment of the building, such as humidity, fissures, cracks and anthropogenic construction failures.