Evaluación de la cimentación de una edificación para el control del punzonamiento.
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Fecha
2018-01
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Universidad de Guayaquil. Facultad de Ciencias Matemáticas y Físicas. Carrera de Ingeniería Civil.
Resumen
El presente proyecto de titulación tiene como objeto principal evaluar la cimentación de una edificación, mediante un análisis para el control del punzonamiento, para ello se utiliza un programa computacional especializado tanto para el análisis de la estructura como para la cimentación.
Basados en los planos estructurales de dicha residencia y memoria técnica del estudio de suelo, se modelo en el programa y se aumentó una planta con las mismas características que la anterior, para hallar las reacciones del nuevo modelo de la estructura, definimos las dimensiones de la cimentaci ón las cuales son plintos aislados o conocidos como zapatas aisladas, tomando como referencia los datos de los planos estructurales. Se realiza una comprobación del cumplimiento de diseño de la zapata aislada por medio de las cortantes unidireccional, bidi reccional o punzonamiento y el diseño a flexión.
Se concluye que el diseño estructural de los plintos aislados de la cimentación de la residencia cumple con los parámetros y requisitos dentro de la norma ACI 318 -14, estos resultados lo podrán observar en las conclusiones.
The main objective of the present titling project is to evaluate the foundation of a building, through an analysis for the control of the punching, for which a specialized computer program is used for the analysis of the structure as well as for the foundation. Based on the structural plans of this residence and technical memory of the study of soil, we model the program and increase a plant with the same characteristics as the previous one, to find the reactions of the new model of the structure, we define the dimensions of the foundations which are isolated plains or known as isolated footings, taking as reference the data of the structural planes. A design compliance check of the insulated shoe is performed by means of unidirectional, bidirectional or punching shears and the design is flexed. It is concluded that the structural design of the plinth isolated from the foundation of the residence meets the parameters and requirements within the standard ACI 318-14, these results can be observed in the conclusions.
The main objective of the present titling project is to evaluate the foundation of a building, through an analysis for the control of the punching, for which a specialized computer program is used for the analysis of the structure as well as for the foundation. Based on the structural plans of this residence and technical memory of the study of soil, we model the program and increase a plant with the same characteristics as the previous one, to find the reactions of the new model of the structure, we define the dimensions of the foundations which are isolated plains or known as isolated footings, taking as reference the data of the structural planes. A design compliance check of the insulated shoe is performed by means of unidirectional, bidirectional or punching shears and the design is flexed. It is concluded that the structural design of the plinth isolated from the foundation of the residence meets the parameters and requirements within the standard ACI 318-14, these results can be observed in the conclusions.
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EVALUACIÓN, DISEÑO, ESTRUCTURA, EDIFICIO, CIMENTACIÓN