Trabajos de Titulación - Sede Azogues - Ingeniería Civil
URI permanente para esta colecciónhttps://dspace.ucacue.edu.ec/handle/ucacue/97
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Ítem Acceso Abierto Proyecto de titulación embargado para publicación. Estara disponible a la fecha de publicacion o de cierre de embargo(Universidad Católica de Cuenca., 2024) Peñafiel Uguña, Robert Adrián; Quevedo Pesantez, Fausto David; 0107039430Ítem Acceso Abierto Proyecto de titulación embargado para publicación. Estara disponible a la fecha de publicacion o de cierre de embargo(Universidad Católica de Cuenca., 2024) Espinoza Défaz, Johnny Bernardo; Chávez Yupa, Luis Fernando; Naspud Uruchima, Pilae RoxanaÍtem Acceso Abierto Proyecto de titulación embargado para publicación. Estara disponible a la fecha de publicacion o de cierre de embargo(Universidad Católica de Cuenca., 2024) Carabajo Matute, David Sebastián; Guaman Pinos, Gabriela Estefanía; Fausto David Quevedo PesántezÍtem Acceso Abierto Proyecto de titulación embargado para publicación. Estara disponible a la fecha de publicacion o de cierre de embargo(Universidad Católica de Cuenca., 2024) Cárdenas Portilla, Karla Alexandra; Rodríguez Rodríguez, Jonnathan Damián; Naspud Uruchima, Pilar RoxanaÍtem Acceso Abierto Proyecto de Titulación embargado para publicación. Estará disponible a la fecha de publicación o de cierre de embargo.(Universidad Católica de Cuenca., 2024) Cuzco Guallpa, William Adrián; Quiguiri Naspud, Jonnathan Paúl; Illescas Cárdenas, Paúl Esteban; 0302678271; 0302135678Ítem Acceso Abierto Proyecto de Titulación embargado para publicación. Estará disponible a la fecha de publicación o de cierre de embargo.(Universidad Católica de Cuenca., 2024) Heredia Garzón, Ronny Iván; Vintimilla Ulloa, Cristian Arturo; 0302934237Ítem Acceso Abierto Proyecto de Titulación embargado para publicación. Estará disponible a la fecha de publicación o de cierre de embargo.(Universidad Católica de Cuenca., 2024) Raiban Calle, Claudio Fabricio; Naspud Uruchima, Pilar Roxana; 0302025747Ítem Acceso Abierto Proyecto de Titulación embargado para publicación. Estará disponible a la fecha de publicación o de cierre de embargo.(Universidad Católica de Cuenca., 2024) Pérez Cárdenas , Verónica Paola; Palomeque Larriva, Goethe Emmanuel; 0302682141Ítem Acceso Abierto Proyecto de Titulación embargado con fines de publicación de impacto.(Universidad Católica de Cuenca., 2024) Molina Ponce , Jonnathan Jesús; Naspud Uruchima, Pilar Roxana; 0150706059Ítem Acceso Abierto Proyecto de Titulación embargado con fines de publicación de impacto.(Universidad Católica de Cuenca., 2024) Cabrera Ruiz , Lissbeth Salome; Terán Vargas, Xavier Antonio; Idrovo Ortiz, Luis Holguer; 0350071569; 0350009510Ítem Acceso Abierto Proyecto de Titulación embargado con fines de publicación de impacto.(Universidad Católica de Cuenca., 2024) León Calle, Yurena Marcela; Ortiz González , Brithney Tatiana; Palomeque Larriva, Goethe Emmanuel; 0302698600; 0350096137Ítem Acceso Abierto Proyecto de Titulación embargado con fines de publicación de impacto.(Universidad Católica de Cuenca., 2024) Bravo Santacruz, Esteban Xavier; León Rojas, Angeles Gabriela; Naspud Uruchima, Pilar Roxana; 0302367065; 0350103560Ítem Acceso Abierto Proyecto de titulación embargado con fines de publicación de impacto(Universidad Católica de Cuenca., 2024) Contreras Palomeque, Rosita Estefanía; González González, Efrén Estuardo; Crespo Crespo, Jorge Efraín; 0350177994; 0302769930Ítem Acceso Abierto Análisis post-sismo en viviendas del cantón Azogues – Ecuador.(Universidad Católica de Cuenca., 2023) Rojas Mendez, Kevin Emmanuel; Nieto Cárdenas , Jaime Xavier; 0302563358; .This study was performed in houses in the Azogues canton in response to the earthquake in Ecuador on March 18, 2023. The research involved the analysis of at least 20 houses or buildings to accomplish a post-earthquake analysis of structural and non-structural elements. In addition, this research aims to propose measures to repair and prevent the most commonly identified damages. A standardized form was used to conduct the on-site analysis, photographs, and crack measurements were taken, the elements found were schematized, and the corresponding data were tabulated. The results of the analysis revealed that several houses present only non-structural damage. As for the other houses, failures were due to a combination of factors, including deficiencies such as construction processes and lack of maintenance.Ítem Acceso Abierto Análisis y aplicación de la mezcla de hormigón con poliestireno expandido en detalles constructivos (mesones de cocina)(Universidad Católica de Cuenca., 2023) Macancela Correa , Alex Javier; Illescas Cárdenas, Paúl Esteban; 0302702956; ., .This research focuses on examining the combination of concrete and expanded polystyrene. This specific mixture contributes to achieving a considerably lighter structure. In addition, its physical-mechanical characteristics are highlighted, providing adequate compressive, shear, tensile, and flexural strength and good elasticity. For the project, concrete cylinders were manufactured, mixing different percentages of polystyrene (5%, 10%, 20%, 25%, and 50%) to replace the fine aggregate, testing the strength ranges that this type of concrete must meet according to ASTM C-330. According to the results of the tabulated tests, following the procedures established by the ASTM C78 and ASTM C39 standards, the mix that was taken complies with the flexural strength ranges between 5.94 Mpa, and 15.37 Mpa, and has a lower weight than the usual concrete dosage. In this case, the mix within the range issued by the UNE-EN 12372 standard, meeting the mentioned criteria and having a lighter weight than other mixes, is concrete with 50% polystyrene. This mix will produce prefabricated slabs employed as kitchen countertops, forming part of a construction detail for any social housing, and could be used instead of granite.Ítem Acceso Abierto Evaluación de la red de distribución de agua potable en la ciudadela “Banco de la Vivienda”(Universidad Católica de Cuenca., 2023) Quinteros Altamirano, Frank Josué; Quevedo Pesantez , Fausto David; 0302118450; ., .The distribution of drinking water is a vital activity for the sustenance and development of communities, so it is essential to evaluate these systems since there are factors that can cause problems in their operation. In the “Banco de la Vivienda” neighborhood, there is irregular drinking water service since the supply frequently arrives with extremely low or excessively high pressures, and even with water outages for long periods of time, preventing users from carry out their activities normally. In this project, the distribution network was evaluated based on surveys conducted among the neighborhood’s inhabitants, obtaining information about the problems and the dissatisfaction it generates. Data was recorded using pressure gauges in the houses of the urbanization, capturing its distribution in pressure maps made in ArcGIS, focusing on the hours when pressures exceed the recommended limits. Subsequently, a hydraulic model of the network was created, using EPANET, to obtain theoretical pressures and compare them with the registered pressures, taking the National Water Secretariat (SENAGUA by its Spanish acronym) regulations as a reference. It was determined that the distribution network presents inconsistencies and possible damage since, in specific nodes, there are pressures of 0 mWC and others that reach 73 mWC, exceeding the maximum and minimum pressure threshold and failing to comply with design regulations. Solutions and recommendations were also suggested that can be applied to optimize the operation of the network and provide a better service to the community.Ítem Acceso Abierto Uso de plásticos reciclados en remplazo de agregados finos para la fabricación de hormigón estructural y su aplicación en el cantón Azogues.(Universidad Católica de Cuenca., 2023) Aulestia Pesántez, Milton Adrian; Illescas Cárdenas, Paúl Esteban; 0302196274; .Deficiencies in solid waste management, especially plastics, constitute a significant problem for natural ecosystems and public health. In response to this issue, recycling emerges as an alternative to the conflict, providing added value to waste. Therefore, this research describes the potential application of crushed recycled plastics to replace a percentage of stone aggregates in the production of concrete with designs of 180, 210, and 240 kg/cm2, using plastic percentages of 5 and 10% for each mix, defining their compliance range according to the Ecuadorian Technical Standard (NTE by its Spanish acronym). The evolution of sample strengths over time is reported, with the results show that the 240 kg/cm2 sample, designed with 10% and 5% plastic aggregates, showed a decrease in strength compared to the control specimen. The same occurred with the 210 kg/cm2 and 180 kg/cm2 sample. In general, numerical terms, the differences in strengths at 28 days, on average, have decreased by 30.43% in samples with 10% plastic incorporation instead of sand, while samples with 5% plastic incorporation show a 13.14% decrease in strength. This establishes a basis that supports the notion of an unsuccessful use of this material to achieve a higher degree of resistance in structural elements.Ítem Acceso Abierto Rehabilitación estructural de edificaciones patrimoniales. Caso de estudio edificación en el centro histórico de Cuenca.(Universidad Católica de Cuenca., 2023) Lema Lema, Milton Javier; Zhumi Sucuzhañay, Luis Santiago; Urgiles Rojas , Juan Diego; 0302640461; 0302417605; .This document focuses on analyzing the structural behavior of a building located in the historic center of the city of Cuenca, characterized by the use of various construction materials such as wattle and daub, wood, adobe, and brick. Through visual inspection, different pathologies have been identified. Most of these dysfunctions are attributable to prolonged exposure to adverse weather conditions and the lack of maintenance that the construction components have experienced over time. In a more detailed context, tests were conducted to determine the physical and mechanical properties of the elements that comprise the building, which has permitted a comprehensive assessment of the state of conservation of materials and their composition. Within this framework, nonlinear pushover analysis was implemented as an essential tool for assessing structural behavior and ensuring occupational safety. Finally, some suggestions are made for intervention in walls using materials compatible with the building, such as geogrids or wooden staples, to improve resistance and stability.Ítem Acceso Abierto Mortero para refuerzo de mampostería en viviendas informales(Universidad Católica de Cuenca., 2023) Castro Castillo, Matías Renato; Nieto Cárdenas, Jaime Xavier; 0105456222; .This article focuses on assessing the resistance of mortars to indirect tension and compression, simple and reinforced with different percentages of steel fiber. The aim is to find resistant and cost-effective solutions to reinforce informal housing with a high degree of structural vulnerability. Firstly, the resistance to indirect tension and displacements supported by simple and reinforced mortars are compared; it is observed that reinforced mortars offer higher resistance and capacity to deform; the more the percentage of fiber is varied, the more these characteristics increase. Then, the compressive strength is compared, and reinforced mortars show satisfactory results. In terms of cost, reinforced mortar presents disadvantages due to the expense of fibers. In the percentages studied in this article (10,15,20 and 25%), reinforced mortar usage for informal housing does not seem so striking; it is recommended to conduct similar research with different percentages of fiber.Ítem Acceso Abierto Evaluación de la socavación en el puente de la calle 10 de agosto - Azogues(Universidad Católica de Cuenca., 2023) Andrade Ortega, Andrés Felipe; Urgilés Rojas, Juan Diego; 0301760609; ., .The continuous floods and increases in the Burgay River’s flow have brought several problems, among which the bridges that cross the riverbed and form part of the canton's road network have been affected. The damages caused in these civil works are mainly due to the hydraulic phenomenon of scour. This process occurs when the action exerted by the biphasic flow of the river (water and sediment) exerts traction forces that generate a dragging of particles at a speed that exceeds the amount of sediment transported in the river. This results in lowering down to bed level and around the bridge’s structural components, such as abutments and support piers. The bridge on 10 de Agosto Street shows signs of scour, in its abutments and central pier. Through this work, depths of undermining in the infrastructure have been determined, along with possible solutions to prevent further damage.
