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DEFINICIONES
PUENTE ATIRANT ATIRANTADO ADO Es aquel cuya superestructura superestructura es es soportada mediante mediante ti cables inclinados inclinados sujetos a uno o varios mástiles o torres Sign up to vote on this title
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DEFINICIONES
PUENTE ATIRANT ATIRANTADO ADO Es aquel cuya superestructura superestructura es es soportada mediante mediante ti cables inclinados inclinados sujetos a uno o varios mástiles o torres Sign up to vote on this title
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ANTECEDENTES
El comienzo en la construcción de puentes atirantados tuvo su origen en tropicales, en donde las lianas eran la base para la sustentación de lo que má convertiría en la superestructura. Al pasar el tiempo, el desarrollo tecnológico p perfeccionamiento de los componentes de los puentes atirantados, surgiend manera, un nuevo concepto en el diseño y construcción puentes especiales. Signde up to vote on this title D E
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ANTECEDENTES Puentes de cables
En este tipo de puente, las cargas del tablero se transmiten a los apoyos (pilas) a t un sistema de tensión (cables). Existen dos familias de puentes de cables, las cuale a) Puentes atirantados
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Desde 1950, el puente atirantado, también llamado trabe atirantada, se usa cada v Preview puentes de claros medios y largos, You're debidoReading a sua economía, rigidez, cualidades
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ANTECEDENTES Puentes de cables b) Puentes colgantes o suspendidos
Sobre algunos apoyos del puente existen pórticos porSignlosup que se pasa uncable to vote on this title gran capacidad de carga, el cual al deformarse por su peso propio toma la fo Useful verticales Not useful catenaria. De este cable principal, se fijan otros cables llamado (suspensores), los cuales toman la carga del tablero del puente. You're Reading a Preview
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PUENTES ATIRANTADOS EN MÉXICO Puente Ing. Antonio Dovalí Jaime (Coatzacoalcos II)
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PUENTES ATIRANTADOS EN MÉXICO Puente Tampico
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PUENTES ATIRANTADOS EN MÉXICO Puente Mezcala
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PUENTES ATIRANTADOS EN MÉXICO Puente Quetzalapa
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PUENTES ATIRANTADOS EN MÉXICO Puente Barranca el Cañón
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PUENTES ATIRANTADOS EN MÉXICO Puente Barranca el Zapote
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PUENTES ATIRANTADOS EN MÉXICO Puente El Baluarte
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COMPORTAMIENTO ESTRUCTURAL
Diseño conceptual:
El tablero y los tirantes se comportan como una armadura triangular. Sign up to vote on this title son los ti inferior (tablero) está en compresión, los miembros en tensión tercer elemento es el pilón. Useful Not useful You're Reading a Preview
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COMPORTAMIENTO ESTRUCTURAL (TABLERO) Tablero • • •
Ligereza Estabilidad aerodinámica Facilidad de anclaje de los tirantes
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COMPORTAMIENTO ESTRUCTURAL (TABLERO) Tipos de tableros Concreto reforzado Concreto presforzado Acero
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COMPORTAMIENTO ESTRUCTURAL (TABLERO) Rígido (cajón, suspensión axial)
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COMPORTAMIENTO ESTRUCTURAL (TABLERO)
SUPERESTRUCTURA DE ACERO ECONOMÍA
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COMPORTAMIENTO ESTRUCTURAL (TABLERO) SISTEMAS DE TABLEROS Sign up to vote on this title
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COMPORTAMIENTO ESTRUCTURAL (Tablero) SISTEMAS DE TABLEROS ORTOTRÓPICOS (placa de piso)
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PUENTE TAMPICO TABLERO ORTOTRÓPICO
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COMPORTAMIENTO ESTRUCTURAL (TABLERO)
SUPERESTRUCTURA DE CONCRETO
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COMPORTAMIENTO ESTRUCTURAL (TABLERO)
SUPERESTRUCTURA DE CONCRETO Mayor peso
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COMPORTAMIENTO ESTRUCTURAL (PILONES)
PILONES Sign up reforzado to vote on this title Generalmente se construyen de concreto
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COMPORTAMIENTO ESTRUCTURAL (PILONES)
Diferente forma y rigidez: Voladizo, Tipo portal, Tipo marco, En forma de A invertida, de diamante y en forma deltoidal o diamante modificada. Sign up to vote on this title
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CONEXIÓN CABLE-PILÓN
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CONEXIÓN CABLE-PILÓN SISTEMA DE ANCLAJES
(a) Anclajes traslapados de sillas
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COMPORTAMIENTO ESTRUCTURAL-DISPOSICIÓN DE LOS TIRANTES
Sentido longitudinal (1) Configuración radial o convergente •
Tecnología de puentes suspendidos
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COMPORTAMIENTO ESTRUCTURAL-DISPOSICIÓN DE LOS TIRANTES Sentido longitudinal: (2) Configuración tipo arpa •
Desde el punto de vista estético, es la más apropiada. Sign up to vote on this title
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Mayor trabajo en flexión del pilón
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COMPORTAMIENTO ESTRUCTURAL-DISPOSICIÓN DE LOS TIRANTES Sentido longitudinal: (3) Configuración tipo radial modificada (abanico) •
Mayor uniformidad en la distribución de fuerzas en el tablero
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Mejor secuencia de construcción
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COMPORTAMIENTO ESTRUCTURAL-DISPOSICIÓN DE LOS TIRANTES Sentido longitudinal: (4) Configuración tipo estrella •
No se utiliza muy frecuentemente
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COMPORTAMIENTO ESTRUCTURAL- DISPOSICIÓN DE LOS TIRANTES
Sentido transversal al eje del puente:
(a) Un plano vertical Sign up to vote on this title Clásico Useful Not useful No hay interferencia visual Reading a Preview jónYou're para mitigar los efectos de la torsió • •
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COMPORTAMIENTO ESTRUCTURAL- DISPOSICIÓN DE LOS TIRANTES
Sentido transversal al eje del puente: (c ) Dos planos verticales oblicuos (d) Cuatro planos inclinados
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COMPORTAMIENTO ESTRUCTURAL- DISPOSICIÓN DE LOS TIRANTES
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COMPORTAMIENTO ESTRUCTURAL (TIRANTES )
CARACTERÍSTICAS DE LOS TIRANTES Los requerimientos más importantes para la selección de los tirantes son: Sign up to vote on this title
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COMPORTAMIENTO ESTRUCTURAL (TIRANTES )
TIPOS DE TIRANTES
Se dispone de varios tipos de cables para usarse como tirantes up to vote de on this atirantados. La forma y configuración del cableSign depende sutitle manufactur
Definiciones:
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COMPORTAMIENTO ESTRUCTURAL (TIRANTES )
TIPOS DE TORONES SEGÚN SU ARREGLO a) TORONES PARALELOS Sign up to vote on this title
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COMPORTAMIENTO ESTRUCTURAL (TIRANTES ) CARACTERÍSTICAS GENERALES DE UN TIRANTE
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COMPORTAMIENTO ESTRUCTURAL (TIRANTES )
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Elementos flexibles
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COMPORTAMIENTO NO LINEAL (TIRANTES )
Debido a la catenaria, la rigidez de un tirante depende de su tensión y d longitud. El módulo de elasticidad equivalente de un tirante se calcula con: Sign up to vote on this title
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COMPORTAMIENTO NO LINEAL (TIRANTES )
Dado que las tensiones imaginarias dependerán d módulo de elasticidad que se use para el análisis su vez la magnitud You're de los módulos depende de l Reading a Preview Sign up to vote on this title Useful
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Puentes atirantados
Respuesta no lineal debido a: Sign up to vote on this title
Useful Not useful No linealidad geométrica de los tirantes
Combinación de momento y carga axial
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
VIENTO (aire en movimiento, fluido en movimiento) Sign up to vote on this title
Gradientes de temperatura
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
Z
Vg
Gradiente de viento Sign up to vote on this title Vg = V const. Useful Not useful You're Reading a Preview
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
NÚMERO DE REYNOLDS
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VD R
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS ATIRANTADOS ANTECEDENTES
Todos los tipos de puentes son susceptibles a problemas induc el viento. Típicamente, los problemas inducidos por el viento comunes para puentes suspendidos, puentes y pue Sign up to atirantados vote on this title Useful Not useful sección cajón de claros grandes. Durante la construcción, los o componentes del puente, tienen más flexibilidad y tienen má
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Tabla Ta bla 1 .3 puentes dañados dañados por los efectos del viento
EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS ATIRANTADOS ANTECEDENTES Nombre del puente
Diseñador
Año
Union Bridge
Sir Samuel Samuel Brown
Longitud (m) 1820 137 m
Brighton Chain Pier
Sir Samuel Samuel Brown
1823 4 tramos de 77
Menai Straits
Sir Thomas Telford
1826
Daños provocados por el v
Se destruyó seis meses de
Dañado tres veces y destru Sign up to vote on this title Dañado 6 meses después 177 Useful Not useful también en 1836 (doble desde que se rigidizó la presentado problema
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS ATIRANTADOS
DESEMPEÑO
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
CONFORT DE LOS USUARIOS
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
EFECTOS ESTÁTICOS :
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Presión que el viento ejerce sobre una estructura; varía en proporción You're Reading a Preview
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
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Useful INTERACCIÓN VIENTO-SUPERFICIE DE LA TIERRA You're Reading a Preview
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS EFECTOS ESTÁTICOS Y DINÁMICOS GENERADOS POR EL VIENTO
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS EFECTOS ESTÁTICOS Y DINÁMICOS GENERADOS POR EL VIENTO
Efectos dinámicos. Los efectos dinámicos aparecen como resultado de un flujo por la turbulencia de un viento ordinario, por la separación de vórtices, y por lo en el flujo principal actuando en el objeto.
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Los fenómenos generados de la interacción del vientocon la superestructura se d fenómenos aeroelásticos. You're Reading a Preview Useful
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
EFECTOS ESTÁTICOS Y DINÁMICOS GENRADOS POR EL VIENTO EN PUEN
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Método simplificado.- área expuesta, velocidad de diseño de 160 km/h
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS FUERZAS AERODINÁMICAS
Las fuerzas aerodinámicas que actúan en un puente, dependen de la velocidad del viento, así como del tamaño y forma del puente. La ocurrencia de resonancia e fuerzas y el movimiento del puente depende de los mismos factores. Sign up to vote on this title
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COMPONENTES DE FUERZA Y MOMENTO You're Reading a Preview
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS FUERZAS AERODINÁMICAS
Levantamiento
Arrastre
Momento de volteo
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
La fuerza de levantamiento se obtiene con la siguiente expresión
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1 2 LYou're Readingva Preview C L A 2
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS La fuerza de arrastre se obtiene con la siguiente expresión:
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS El momento de torsión se obtiene con la siguiente expresión:
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS FENÓMENOS AEROELÁSTICOS ANTECEDENTES
up to vote on this titlecorrectam Las fuerzas que hay que tener en cuenta Sign para plantear Not useful Useful problema del comportamiento de un cuerpo elástico inmerso en una fluida son las siguientes: You're Reading a Preview
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS FENÓMENOS AEROELÁSTICOS EN PUENTES Desprendimiento
de torbellinos
El desprendimiento de torbellinos es una ines tabilidadSign aerodinámica up to vote on thisque title se prese a la separación de la capa límite. Useful Not useful
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS FENÓMENOS AEROELÁSTICOS EN PUENTES Desprendimiento
de torbellinos Sign up to vote on this title
El desprendimiento de torbellinos es una ines tabilidad aerodinámica que se prese Useful Not useful a la separación de la capa límite. You're Reading a Preview
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS Galope
transversal
El galope es una inestabilidad típica de estructuras esbeltas que se puede pre aquellas que tienen secciones transversales no circulares. Sign up to vote on this title
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS Divergencia
torsional
La divergencia torsional es una inestabilidad aerodinámica que puede ap estructuras planas sometidas a vientos fuertes, como es el caso de tableros d atirantados y colgantes. Sign up to vote on this title
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS Divergencia
torsional
C T M
1
2 Sign up to vote on this title
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS Aleteo
El aleteo es una inestabilidad aerodinámica en la que intervienen dos grados d vibraciones laterales (en sentido perpendicular a la corriente incidente) y vibr torsión. Sign up to vote on this title
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS Aleteo
h( x, t ) (
)
h( x) p(t )
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traslación vertical
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Reading a Preview del eje longitudinal ( ) (You're ) giro alrededor
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS Aleteo
L
1 2
. h V 2 B K H 1* V
. B K H 2* V
K 2 H 3*
K 2 H 4*
h V
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. . B h K A1* K A2* K 2 A3* You're V Reading aV Preview
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1 2
V 2 B 2
Not useful K 2 A4*
h V
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS Aleteo V,
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
El aleteo es una de las inestabilidades aerodinámicas más estud el campo de la ingeniería de viento. Es conocido que, a
desafortunado incidente del puente Tacoma Narrows, muchos suspendidos fueron destruidos por el viento.Sign up to vote on this title
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
Desprendimiento de vórtices VD
VD
Re
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
Vibraciones de tirantes/cables inducidas por la lluvia
La lluvia o el agua que se acumula temporalmente sobre los tirantes origina un sus propiedades aerodinámicas Sign up to vote on this title
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
Estudios en túnel de viento
Un túnel de viento es una herramienta que sirve para simula Useful Not useful efectos del viento. Sign up to vote on this title
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
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¿PARA QUÉ SIRVE UN TÚNEL DE VIENTO?
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TÚNEL DE VIENTO DE CIRCUITO CERRADO
Difusor
Alabes
Ventilador
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TÚNEL DE VIENTO DE CIRCUITO ABIERTO
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
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useful Useful DE NotVIENTO? ¿CUÁNDO HACER UNA PRUEBA DE TÚNEL
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS Requisitos de similitud para pruebas en túnel de viento
Geométricos Cinemáticos Dinámicos
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS Requisitos de similitud para pruebas en túnel de viento
Numero de Froude (relación de la fuerza de inercia de ) la fuerza vertical debida a la gravedad Reading a Preview de la fuerza elástica a la Número de CauchyYou're (relación Sign up to vote on this title Useful
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
Modelos aeroelásticos para estudios de estructuras de p en túnel de viento Sign up to vote on this title
Modelos de sección Modelos a escalaYou're completa Reading a Preview
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS Modelos de sección Ventajas: Bajo costo
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a) Fijo a un brazo auto-balanceado
b) Fijo a transductore
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS 4. Resortes 5. Alambre de arrastre, sotavento 6. Alambre de arrastre, barlovento
1. Modelo de sección 2. Extensión horizontal, barra 3. Brazo
7. Transductores 8. Pieza central 9. Masa falsa
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LC. 5
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
CD
CL
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Modelación en túnel de viento (UWO)
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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS
El estudio de los fenómenos aeroelásticos ha permitido proponer modelo elementales para su análisis. El estado del arte actual para el estudio de los f aeroelásticos en puentes, permite, de manera confiable, prevenir problemas o por el viento sobre puentes durante la fase de diseño. Lo anterior no quiere embargo, que no hay más que hacer en esta área. Sign up to vote on this title
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MODELO PARA LA RESPUESTA AERODINÁMICA DE UN PUENTE COLGANTE
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DISEÑO DE LOSAS ACI
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Puente El Baluarte Nuevo túnel de viento del IIUNAM 70
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65 60 55 ) m ( l a t
50 45
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UWO BLW
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UC Davis A
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