Proyecto - Etapa II.docx
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UNIVERSIDAD AUTÓNOMA DE YUCATÁN CAMPUS DE CIENCIAS EXACTAS E INGENIERÍAS FACULTAD DE INGENIERÍA
Proyectos de Ingeniería Civil
07 de noviembre de 2018
Proyecto Integrador (Segunda Parte): ave Industrial
Profesor: José Humberto Loría Arcila
Equipo:
Aguayo Beltrán Zeidy Neftalí Espadas Baños Sergio Eloy Tamayo García Ángel Farid Zapata Poot Michell Roberto
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Carta de presentación
Dirigida al Dr. José Humberto Loria Arcila
Por este medio hacemos constar la entrega de un avance de nuestro proyecto perteneciente a la asignatura de “Proyectos de Ingeniería Civil”, en dicho docum ento hemos puesto empeño, dedicación y tiempo para poder
lograr lo que a día de hoy le entregamos. Estamos dispuestos a aceptar y corregir los errores que pueda encontrar en nuestro trabajo para poder así retroalimentarnos y ayudarnos a mejorar mej orar nuestra formación como estudiantes. El contenido de este reporte abarca los distintos diseños que se requieren fundamentar para realizar el proyecto que se llevará a cabo, todo esto bajo sustento de los conocimientos adquiridos en asignaturas pasadas y también bajo los reglamentos vigentes en la ciudad de Mérida. Sin más que decir pones a su disposición el contenido de nuestro trabajo y nos hacemos responsables de la información que pueda obtenerse de este documento.
Atentamente Aguayo Beltrán Zeidy Neftalí Espadas Baños Sergio Eloy Tamayo García Ángel Farid Zapata Poot Michell Roberto
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Roles y Responsabilidades del equipo
Tabla 1 - Roles de equipo
Horas de Nombre
Rol
Responsabilidades
trabajo invertidas
Aguayo Beltrán
Gestor
Zeidy Neftalí
Comercial – Responsable
Diseño de las cimentaciones de la nave industrial.
Aplicación de la normatividad dictada
de Diseño de
por
Geotecnia
cimentaciones.
el
reglamento
vigente
de
Cálculo de la zapata aislada del
7.5 hrs
proyecto para verificar que cumple con el reglamento.
Cálculo de de la zapata corrida del proyecto para verificar que cumple con el reglamento.
Espadas Baños Sergio
Gestor del
Eloy
Proyecto –
y sanitarias en el área de oficinas de la
Responsable
nave industrial.
de
Diseño de las instalaciones hidráulicas
Aplicación de la normatividad dictada
instalaciones
por
Hidráulicas y
instalaciones hidráulicas y sanitarias.
Sanitarias
el
reglamento
vigente
de
7.5 hrs
Cálculo de las UM respecto a las instalaciones
requeridas
en
el
proyecto. Tamayo García Ángel
Gestor de
Farid
Calidad –
incluyendo el análisis de cargas vivas,
Responsable
cargas muertas y cargas accidentales
de Diseño
(viento) que se pudieran presentar en
Estructural
el proyecto.
Diseño
Estructural
del
proyecto
7 hrs
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Cálculo
de
las
características
dimensiones
presentes
en
y la
memoria descriptiva del proyecto. Zapata Poot
Gestor del
Michell Roberto
Proyecto –
presentes en la nave industrial, esto
Responsable
incluye la toma de corriente así como
de
la iluminación que se requiere.
Instalaciones
Eléctricas
Diseño de las instalaciones eléctricas
Aplicación de la normatividad vigente sobre las instalaciones eléctricas en la ciudad.
7 hrs
Cálculo de la potencia eléctrica necesaria para satisfacer la demanda que requerirá el edificio.
Determinación de los circuitos y sus respectivos
calibres
utilizados en el proyecto.
que
serán
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Contenido
Descripción
........................................................................................................................................................1
Planos. ................................................................................................................................................................2 Estudios previos del Proyecto Diseño Estructural Estructuración
........................................................................................................................5
............................................................................................................................................7
...............................................................................................................................................7
Criterios de diseño
........................................................................................................................................7
Criterio para análisis de cargas Análisis de de cargas Cargas
..................................................................................................................7
........................................................................................................................................8
............................................................................................................................................................9
Modelación y análisis estructural ............................................................................................................
10
Materiales ...................................................................................................................................................
10
Diseño de los elementos Estructurales de la Nave industrial (resultados) ...................................... 11 Resultados obtenidos por el software ....................................................................................................
20
Diseño de estacionamiento. .........................................................................................................................
22
Diseño de Instalaciones Hidráulicas. ..........................................................................................................
22
Diseño de Cisterna ....................................................................................................................................
23
Diseño de Agua Fría .................................................................................................................................
25
Diseño de Cimentaciones ............................................................................................................................
29
Zapata Aislada 100 x 40 cm ....................................................................................................................
29
Zapata corrida ............................................................................................................................................
33
Diseño de Instalaciones Eléctricas .............................................................................................................
35
Generalidades ............................................................................................................................................
35
Parámetros de Diseño para instalaciones eléctricas ...........................................................................
35
Empresa Suministradora ..........................................................................................................................
36
Reglamentos y Normas ............................................................................................................................
37
Descripción general de Instalaciones Eléctricas ..................................................................................
37
Acometida Eléctrica: .................................................................................................................................
38
Centro de carga .........................................................................................................................................
38
Plano Isométrico de Instalaciones Eléctricas ........................................................................................
42
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Justificación del Proyecto
A lo largo de los años, el interés de las las empresas para radicar en la capital del estado de Yucatán ha ido en aumento generando una mayor demanda de infraestructura industrial, por lo que se ha incrementado la solicitud de naves industriales en zonas estratégicas que permitan la optim ización de recursos y generar mayores beneficios para los inversionistas. Se planea construir una nave industrial de estructura metálica donde pueda alojarse producción y/o bie nes industriales tomando en cuenta diversos factores como lo son el transporte interno, el transporte externo, la entrada y salida de mercancías y la comodidad de quienes ahí laboren.
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Justificación del Proyecto A lo largo de los años, el interés de de las empresas para radicar en la capital del estado de Yucatán ha ido en aumento generando una mayor demanda de infraestructura industrial, por lo que se ha incrementado la solicitud de naves industriales en zonas estratégicas que permitan la optimización de recursos y generar mayores beneficios para los inversionistas. Se planea construir una nave industrial de estructura metálica donde pueda alojarse producción y/o bienes industriales tomando en cuenta diversos factores como lo son el transporte interno, el transporte externo, la entrada y salida de mercancías y la comodidad de quienes ahí laboren.
Descripción Con base en lo anterior, el plan es construir una nave industrial ubicada en el periférico sur de Mérida, carretera Mérida-Campeche a pocos metros del puente de la calle 86, específicamente entre las calles 88 y 90 de la colonia San Antonio Xluch III.
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Planos.
Imagen 2 - Plano arquitectónico
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Imagen 4 - Plano Isométrico
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Imagen 6 - Plano arquitectónico con corte
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Estudios previos del Proyecto Los estudios previos son considerados como información muy valiosa, para la correcta ejecución de un proyecto de infraestructura civil, por ello no representan un sobrecosto.
Hidrología. Se requiere un estudio hidrológico para determinar sí en la ubicación del proyecto se encuentra cerca de una cuenca hidrológica y de qué manera afecta, con el fin de evitar inundaciones que obstruyan las actividades del proyecto o interfieran con el uso final del mismo.
Mecánica de suelos. Para el proyecto se necesita un estudio de mecánica de suelos para conocer la resistencia del terreno en el cual se planea desarrollar el proyecto. El estudio servirá para elegir el tipo y profundidad de la cimentación más óptima a utilizar y así garantizar la estabilidad de la misma.
Topografía. Un estudio de topografía es la base en la que un proyecto deberá emplazarse, lo cual facilitará l a ubicación de los puntos de interés y su posición exacta en el terreno de tal manera que se haga lo más apegado a los planos.
Geología Se necesita un estudio de geología para conocer si el suelo tiene las condiciones aptas para que se logre el objetivo ingenieril que es que el diseño estructural y el comportamiento del suelo tengan una relación provechosa. (Huayas, 2014)
Geotecnia. Al ser una rama que se encarga de investigar el suelo y las rocas por debajo de la tierra para d eterminar sus
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identificación, e interpretación del impacto ambiental del proyecto y describir la o las acciones que ejecutará para impedir o minimizar sus efectos significativamente adversos.
Ingeniería de tránsito. Se requiere un estudio de ingeniería de tránsito para analizar el movimiento vial en los p untos específicos de entrada y salida de lo que será el proyecto, así como la realización de aforos vehiculares para determinar cómo influirá el proyecto y evitar que haya un congestionamiento en esa zona.
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Diseño Estructural El análisis y diseño de los elementos de la estructura se realizó mediante el programa STAAD.Pro 2005, en el cual obtiene los elementos mecánicos que actúan en los miembros de la estructura empleando métodos matriciales Los elementos de concreto se diseñaron utilizando el reglamento del American Concrete Institute (ACI) utilizando el método de factores de carga y resistencia (LRFD) y el de los elementos metálicos por el del American Institute of Steel Steel Construction (AISC) utilizando el método de esfuerzos permisibles.
Estructuración El área total a construir y cubrir es de 960 m2, en un terreno terreno de 15,988 m2 La estructura se compone de columnas, trabes, placas base, base, rígidos, resulta de tipos de perfiles de los utilizados (W18x50) y (HSST8x8x0.375), la carga que soportan dependiendo si es por tensión (T) y compresión (C)
Criterios de diseño Los elementos de concreto se diseñaron utilizando el reglamento del American Concrete Institute (ACI) utilizando el método de factores de carga y resistencia (LRFD) y el de los elementos metálicos por el del
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Análisis de cargas Las combinaciones empleadas se muestran en la Tabla. Tabla 2 - Combinaciones de cargas usadas
Combinaciones Usadas COMBINACIONES DE SERVICIO 1.00DL + 1.00LL 0.75DL + 0.75WL COMBI COMBINA NACI CIONE ONES S DE DISE DISE O 1.40DL 1.20DL + 1.60LL 1.20DL + 1.60LL+0.80WL 1.20DL + 0.50LL+1.30WL 0.90DL + 1.30WL DL = CARGA MUERTA LL = CARGA VIVA WL= CARGA DE VIENTO
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Se contempla la posibilidad de fijar una deflexión relativa vertical, tal como L/400, para utilizar como comparación con los valores de deflexión calculados, sin considerar comprobaciones de desplazamiento relativo horizontal.
Cargas Para la revisión de la estructura se consideraron los efectos de las cargas gravitacionales (cargas muertas y vivas). En el caso de las cargas muertas se consideró el peso propio de la estructura y de los elementos que soporta). En cuanto a la carga viva, se consideró el valor mostrado en la Tabla siguiendo los lineamientos establecidos en las Normas Técnicas Complementarias sobre Criterios y Acciones para el Diseño Estructural de las Edificaciones del Reglamento de Construcciones del Distrito Federal; de acuerdo al destino final de la cubierta. Se considera en el cálculo el efecto de las acciones según las intensidades dispuestas en el Art.187 del Reglamento, pudiendo definirse cargas muertas (G), cargas vivas (W) y cargas accidentales (A). Cargas muertas (G): considerándose como cargas muertas los pesos de todos los elementos constructivos, de los acabados y de todos los elementos elem entos que ocupan una posición permanente y tienen un peso que no varía substancialmente con el tiempo.”
Las cargas de viento utilizadas se determinaron de acuerdo a lo señalado en el Manual de Obras Civiles de la
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Se asigna para la Zona, las consideraciones para la ciudad de Mérida, y definiéndose la estructura en el Grupo B, se considerará una VR = 172 km/hr , cumpliendo las indicaciones del Manual d la comisión federal de electricidad en el capítulo de Diseño de Obras Civiles, Diseño por Viento
Modelación y análisis estructural Se dio inicio el análisis con la determinación de las especificaciones para la lámina del sistema de cubierta, así como la separación de sus apoyos. Una vez definido el sistema de cubierta, se transmitieron las cargas a los marcos principales, considerando el peso del sistema y las cargas vivas de azotea. Las combinaciones de carga fueron establecidas e ingresadas al programa STAAD.Pro 2005. Los resultados estructurales obtenidos de la presente Memoria Técnica se encuentran anexados, cumpliendo los requerimientos de resistencia y de servicio planteados.
Materiales Para el diseño de los diferentes elementos se consideraron las calidades en los materiales señaladas en la Tabla 3. Tabla 3 - Cualidades de los materiales
Cualidades de los materiales
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Diseño de los elementos Estructurales de la Nave industrial (resultados) Concreto F’c = 250 kg/cm2
Fy = 4200 kg/cm2 Recubrimiento libre = 5 cm Factor de esbeltez = 1.00
Acero
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DIAGRAMA DE MOMENTOS PARA CARGA MUERTA + CARGA VIVA
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Resultados obtenidos por el software La siguiente información es proporcionada por el software STAAD.Pro en la cual nos indica si las secciones propuestas para el diseño de la nave industrial son aceptables y pueden soportar las cargas a las que estará sujeta:
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