Atirantados Bolivia 2012 1

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DISEÑO DE LOSAS ACI

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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 uncable 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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Uso eficiente del material Resistencia/peso You're Reading a Preview

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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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SUPERESTRUCTURA DE CONCRETO  

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SUPERESTRUCTURA DE CONCRETO Mayor peso


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Sección tipo cajón/mayor rigidez You're Reading a Preview torsional

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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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Deben proporcionar unaYou're apariencia agradable Reading a Preview

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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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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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Sentido transversal al eje del puente: (c ) Dos planos verticales oblicuos (d) Cuatro planos inclinados


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Sentido longitudinal y transversal al eje del puente: longitud del claro Useful Not useful


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ancho del camino


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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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Alta capacidad de soporte You're Reading a Preview

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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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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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•

Elementos flexibles


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You're Reading a Preview Variación de la fuerza de tensión

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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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E

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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

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Useful  Not useful No linealidad geométrica de los tirantes

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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

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Gradientes de temperatura

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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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NÚMERO DE REYNOLDS


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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CONFORT DE LOS USUARIOS


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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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 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 

Efectos estáticos Sign up to vote on this title

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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.  


 Los fenómenos generados de la interacción del vientocon la superestructura se d fenómenos aeroelásticos. You're Reading a Preview Useful

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EFECTOS ESTÁTICOS Y DINÁMICOS GENRADOS POR EL VIENTO EN PUEN




Método simplificado.- área expuesta, velocidad de diseño de 160 km/h 

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Método estático.- área expuesta, V d (Ft , Fα , V r), Cp


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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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La fuerza de levantamiento se obtiene con la siguiente expresión


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:


1

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2

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DYou're ReadingV C D a Preview

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EFECTOS DEL VIENTO EN PUENTES ATIRANTADOS El momento de torsión se obtiene con la siguiente expresión:


1

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T You're Reading v aC Preview T BA

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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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 Useful  Not useful Aerodinámicas You're Reading a Preview

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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

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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

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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 V,


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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

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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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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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¿PARA QUÉ SIRVE UN TÚNEL DE VIENTO?

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TÚNEL DE VIENTO DE CIRCUITO CERRADO

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TÚNEL DE VIENTO DE CIRCUITO ABIERTO

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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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Modelos aeroelásticos para estudios de estructuras de p en túnel de viento Sign up to vote on this title

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 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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Modelación en túnel de viento (UWO)


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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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Puente El Baluarte Nuevo túnel de viento del IIUNAM


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Nuevo túnel de viento del IIUNAM

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Puente El Baluarte Nuevo túnel de viento del IIUNAM 70

1

65 60 55 ) m ( l a t

50 45

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UWO BLW

COPPE/UF 

UC Davis A

Clemson U

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! GRACIAS POR SU ATENCIÓN ! Sign up to vote on this title

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Atirantados Bolivia 2012 1

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