ES2010845A6 - Superestructura de via ferrea, en particular para vehiculos sobre carriles con velocidades de circulacion muy elevadas. - Google Patents

Superestructura de via ferrea, en particular para vehiculos sobre carriles con velocidades de circulacion muy elevadas.

Info

Publication number
ES2010845A6
ES2010845A6 ES8803278A ES8803278A ES2010845A6 ES 2010845 A6 ES2010845 A6 ES 2010845A6 ES 8803278 A ES8803278 A ES 8803278A ES 8803278 A ES8803278 A ES 8803278A ES 2010845 A6 ES2010845 A6 ES 2010845A6
Authority
ES
Spain
Prior art keywords
slab
substructure
ties
concrete slab
concrete
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
ES8803278A
Other languages
English (en)
Inventor
Josef Eisenmann
Dieter Hilliges
Gunther Leykauf
Helmut Lieske
Herbert Schambeck
Werner Sievers
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Walter Bau AG
Original Assignee
Dyckerhoff and Widmann AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Dyckerhoff and Widmann AG filed Critical Dyckerhoff and Widmann AG
Publication of ES2010845A6 publication Critical patent/ES2010845A6/es
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/007—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with interlocking means to withstand horizontal forces
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/13—Dowels for slabs, sleepers or rail-fixings

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)

Abstract

UNA INFRAESTRUCTURA DE VIA FERREA PARA VEHICULOS SOBRE CARRILES CON VELOCIDADES DE CIRCULACION MUY ELEVADAS CONSISTE EN UN EMPARRILLADO DE VIA FORMADO POR CARRILES (4) Y TRAVIESAS (5) DE HORMIGON QUE, COMO ELEMENTO MANTENEDOR DE LA VIA, ESTAN INCRUSTADAS PARCIALMENTE EN UNA PLACA (9) DE HORMIGON ARMADO, FABRICADA A PIE DE OBRA. LA PLACA (9) DE HORMIGON ARMADO, QUE SE APOYA CON INTERCALACION DE UNA JUNTURA (3) SOBRE UNA INFRAESTRUCTURA (2) DE HORMIGON CONTINUA, ESTA PROVISTA DE ARMADURAS (6, 7) DE UNA CAPA EN EL PLANO BAJO LAS TRAVIESAS (5) Y DIMENSIONADA DE TAL MODO QUE SIRVE, SIN RIGIDEZ A FLEXION PROPIA APRECIABLE, SOLAMENTE PARA LA RIGIDIZACION EN FORMA DE DISCO DEL EMPARRILLADO DE VIA EN DIRECCION HORIZONTAL. LA MISMA SE APOYA, CON ASEGURAMIENTO DE LA RESISTENCIA AL DESPLAZAMIENTO EN DIRECCION LONGITUDINAL Y TRANSVERSAL EN LA JUNTURA (3), SOBRE LA INFRAESTRUCTURA (2) DE HORMIGON, QUE A SU VEZ ESTADIMENSIONADA DE TAL MODO QUE PUEDE ASUMIR LOS MOMENTOS FLECTORES QUE SE PRESENTAN EN DIRECCION LONGITUDINAL.
ES8803278A 1987-10-31 1988-10-27 Superestructura de via ferrea, en particular para vehiculos sobre carriles con velocidades de circulacion muy elevadas. Expired ES2010845A6 (es)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE3736943A DE3736943C1 (de) 1987-10-31 1987-10-31 Eisenbahnoberbau,insbesondere fuer sehr hohe Fahrgeschwindigkeiten

Publications (1)

Publication Number Publication Date
ES2010845A6 true ES2010845A6 (es) 1989-12-01

Family

ID=6339491

Family Applications (1)

Application Number Title Priority Date Filing Date
ES8803278A Expired ES2010845A6 (es) 1987-10-31 1988-10-27 Superestructura de via ferrea, en particular para vehiculos sobre carriles con velocidades de circulacion muy elevadas.

Country Status (6)

Country Link
US (1) US4905896A (es)
AT (1) AT391499B (es)
CA (1) CA1336424C (es)
CH (1) CH678200A5 (es)
DE (1) DE3736943C1 (es)
ES (1) ES2010845A6 (es)

Families Citing this family (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4007710C2 (de) * 1990-03-10 1995-04-06 Dyckerhoff & Widmann Ag Verfahren zum Herstellen eines Eisenbahnoberbaus im Tunnel
DE4113566C2 (de) * 1991-04-25 1995-03-23 Deutsche Asphalt Gmbh Schotterlose Oberbaukonstruktion für Schienenbahnen
DE4443401A1 (de) * 1994-12-07 1996-06-20 Butzbacher Weichenbau Gmbh Schwelle
DE4439894C2 (de) * 1994-01-18 1998-04-09 Heitkamp Gmbh Bau Oberbau für Eisenbahngleise
DE4430769C2 (de) * 1994-08-30 2001-05-03 Dyckerhoff & Widmann Ag Eisenbahnoberbau mit einem auf einer durchgehenden Tragplatte aus Stahlbeton aufgelagerten Gleisrost
DE19508107C1 (de) * 1995-03-08 1996-11-14 Pfleiderer Verkehrstechnik Verfahren und Vorrichtung zum Aufbau einer festen Schienenfahrbahn
DE29515935U1 (de) 1995-10-07 1995-11-30 Holzmann Philipp Ag Schallabsorber für einen schotterlosen Eisenbahnoberbau
DE19604887C2 (de) * 1996-02-10 1999-10-21 Metzer Horst Schotterloser Oberbau für Schienenbahnen
FR2776683A1 (fr) * 1998-03-27 1999-10-01 Spie Batignolles Tp Procede de construction de voie ferree, panneau unitaire de voie, machine de depose de tels panneaux, machine de betonnage, et voie ferree
DE19948003A1 (de) * 1999-10-06 2001-04-12 Boegl Max Bauunternehmung Gmbh Stahlbetonfertigteilplatte
DE102004061165A1 (de) 2004-12-16 2006-07-06 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Betonfahrbahn für Schienenfahrzeuge
DE102006005376A1 (de) * 2006-02-03 2007-08-16 Rail.One Gmbh Feste Fahrbahn für Schienenfahrzeuge
DE202008006153U1 (de) * 2008-05-05 2008-07-10 Db Netz Ag Feste Fahrbahn für schienengebundene Fahrzeuge auf einer Brücke
ES2363849B1 (es) * 2009-06-16 2012-06-19 Fcc Contrucción, S.A. Procedimiento de instalación de vía en placa en túneles bitubo.
WO2012135913A1 (en) * 2011-04-05 2012-10-11 Newstyle Nominees Pty Ltd Rail track sleeper support
CN102966008A (zh) * 2011-08-31 2013-03-13 中国铁道科学研究院铁道建筑研究所 无砟轨道系统
BR112021002995A2 (pt) * 2018-08-20 2021-05-11 Hyper Poland Electro S.A. sistema ferroviário de levitação magnética, e, adaptador de acoplamento.
CN109082948B (zh) * 2018-09-03 2020-05-12 东南大学 一种底座板伸缩缝下沥青混凝土层的防裂结构及实施方法
RU2716068C1 (ru) * 2019-01-15 2020-03-05 Закрытое акционерное общество "КПМ-СЕРВИС" Железнодорожный переезд
RU2770014C1 (ru) * 2021-03-17 2022-04-14 Закрытое акционерное общество "КПМ-СЕРВИС" Железнодорожный переезд

Family Cites Families (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2367146A (en) * 1945-01-09 Flooring
US763008A (en) * 1903-09-24 1904-06-21 James William Mackenzie Road-bed for railways.
GB191202144A (en) * 1912-01-26 1913-01-23 William Hahneman Sweden Dawson An Improved Means for and Method of Laying and Anchoring Tramway Rails.
GB191504196A (en) * 1915-03-17 1916-01-27 Robert Illemann Improved Method of and Means for the Construction of Roads or Pavements.
US1241405A (en) * 1917-02-27 1917-09-25 Willis E Leach Expansion-joint for concrete sections.
US1916620A (en) * 1931-06-19 1933-07-04 Johnson Warren Pavement and paving unit
GB623729A (en) * 1945-08-14 1949-05-23 Eugene Freyssinet Method of constructing concrete surfaces adapted to accommodate heavy loads, and applicable more particularly to runways for heavy aircraft
DE839363C (de) * 1949-11-04 1952-05-19 Dyckerhoff & Widmann Ag Verankerung von insbesondere aus Stahlbeton bestehenden Eisenbahn-schwellen in der Bettung
US2716373A (en) * 1951-01-05 1955-08-30 Frank H Scrivner Paving joint
US3141614A (en) * 1962-02-05 1964-07-21 Baustahlgewebe Gmbh Reinforced concrete structures for railway crossings
US3640191A (en) * 1969-07-25 1972-02-08 John H Hendrich Decking system
US3851989A (en) * 1972-11-29 1974-12-03 R Peach Expansion joint for slabs of concrete roadways
DE2365505A1 (de) * 1973-11-02 1975-05-28 Strabag Bau Ag Verfahren zum herstellen eines schotterlosen oberbaus eines gleises
DE2659161A1 (de) * 1976-12-28 1978-07-06 Zueblin Ag Schotterloser eisenbahnoberbau
DE2830138A1 (de) * 1978-07-08 1980-01-17 Zueblin Ag Schotterloser gleisoberbau und verfahren zur herstellung des gleisoberbaus
US4232823A (en) * 1979-05-07 1980-11-11 Inseco Associates, Inc. Method and apparatus for installation of quench car track for coke oven batteries
DE3121946A1 (de) * 1981-06-03 1982-12-23 Clouth Gummiwerke AG, 5000 Köln "matte aus elastischem werkstoff"
IT1176498B (it) * 1984-07-27 1987-08-18 I P A Ind Prefabbricati Affini Componenti per linee ferroviarie su piastre prefabbricate in cemento armato,senza massicciata
DE3532766A1 (de) * 1985-09-13 1987-03-19 Zueblin Ag Verfahren zur herstellung eines fuer einen schnellen und wirtschaftlichen rueckbau geeigneten schotterlosen gleisoberbau

Also Published As

Publication number Publication date
ATA262988A (de) 1990-04-15
US4905896A (en) 1990-03-06
CH678200A5 (es) 1991-08-15
DE3736943C1 (de) 1988-12-08
CA1336424C (en) 1995-07-25
AT391499B (de) 1990-10-10

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Legal Events

Date Code Title Description
SA6 Expiration date (snapshot 920101)

Free format text: 2008-10-27

FD1A Patent lapsed

Effective date: 20081028