EP0643169A1 - Dispositif de liaison de rails fixés sur une structure porteuse - Google Patents

Dispositif de liaison de rails fixés sur une structure porteuse Download PDF

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Publication number
EP0643169A1
EP0643169A1 EP94890139A EP94890139A EP0643169A1 EP 0643169 A1 EP0643169 A1 EP 0643169A1 EP 94890139 A EP94890139 A EP 94890139A EP 94890139 A EP94890139 A EP 94890139A EP 0643169 A1 EP0643169 A1 EP 0643169A1
Authority
EP
European Patent Office
Prior art keywords
supporting structure
sleepers
foundation
longitudinal direction
cross members
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.)
Granted
Application number
EP94890139A
Other languages
German (de)
English (en)
Other versions
EP0643169B1 (fr
Inventor
Johannes Rainer Dipl.-Ing. Oswald
Johann Ing. Rieger
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.)
Voestalpine Railway Systems GmbH
Original Assignee
Voestalpine VAE GmbH
Voestalpine Weichensysteme GmbH
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 Voestalpine VAE GmbH, Voestalpine Weichensysteme GmbH filed Critical Voestalpine VAE GmbH
Publication of EP0643169A1 publication Critical patent/EP0643169A1/fr
Application granted granted Critical
Publication of EP0643169B1 publication Critical patent/EP0643169B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B11/00—Rail joints
    • E01B11/42—Joint constructions for relatively movable rails, e.g. rails on turntables, traversers, or swing bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00—General structure of permanent way
    • E01B2/003—Arrangement of tracks on bridges or in tunnels
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/06—Arrangement, construction or bridging of expansion joints
    • E01D19/065—Joints having sliding plates
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges

Definitions

  • a support that is displaceable in the longitudinal direction of the rail is arranged between the support structure and the foundation or mainland, which is coupled to the support structure in the displacement direction, in which the dilatation device is connected to the side of the movable support facing away from the support structure.
  • This known device allows only a limited displacement per dilator, and a plurality of dilators are required for long lengths to be bridged.
  • Devices in which lane changes occur in the area of the dilatation device can be found, for example, in US Pat. No. 4,171,774.
  • the inventive design is developed so that the rails are slidably supported on the cross members or sleepers.
  • a training can also be made in the area of these additionally provided crossbeams or sleepers, in which the respectively maintained support distance in the longitudinal direction of the rail can be kept essentially constant and can advantageously also be designed essentially correspondingly to the classic sleeper support on the mainland.
  • the flexurally elastic connecting link mentioned at the outset can be designed in a particularly simple manner, as has already been described in EP-A1 554 238, as a torsion bar and, for secure support of high loads, advantageously cooperate as a flexurally elastic connecting link with elastic, in particular resilient, abutments.
  • Such a flexurally elastic connecting link ensures, in particular, that only axial forces are introduced into the rails following a carrier which can be displaced in the longitudinal direction of the rail, as a result of which precise guidance and reliable support are even easier.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Ladders (AREA)
  • Warehouses Or Storage Devices (AREA)
  • Installation Of Indoor Wiring (AREA)
  • Furniture Connections (AREA)
  • Forklifts And Lifting Vehicles (AREA)
EP94890139A 1993-09-13 1994-08-31 Dispositif de liaison de rails fixés sur une structure porteuse Expired - Lifetime EP0643169B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT1846/93 1993-09-13
AT184693 1993-09-13

Publications (2)

Publication Number Publication Date
EP0643169A1 true EP0643169A1 (fr) 1995-03-15
EP0643169B1 EP0643169B1 (fr) 1997-11-26

Family

ID=3522287

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94890139A Expired - Lifetime EP0643169B1 (fr) 1993-09-13 1994-08-31 Dispositif de liaison de rails fixés sur une structure porteuse

Country Status (9)

Country Link
EP (1) EP0643169B1 (fr)
JP (1) JPH07109701A (fr)
AT (1) ATE160605T1 (fr)
DE (1) DE59404661D1 (fr)
DK (1) DK0643169T3 (fr)
ES (1) ES2111280T3 (fr)
GR (1) GR3026167T3 (fr)
HK (1) HK1004782A1 (fr)
SI (1) SI0643169T1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0771906A1 (fr) 1995-11-03 1997-05-07 Waagner-Biro Aktiengesellschaft Construction pontant en particulier pour la connexion dans un arrangement de rails
EP0866170A2 (fr) * 1997-03-18 1998-09-23 BWG Butzbacher Weichenbau GmbH Support pour la section de rails dans la zone d'un joint d'un bâtiment
EP1167625A3 (fr) * 2000-06-21 2002-12-18 Arnulf Stog Structure de transition pour voies de ponts ferroviaires
DE102004010248B3 (de) * 2004-03-03 2005-09-15 Heinz Raubacher Brücke
CN106894334A (zh) * 2017-04-17 2017-06-27 中铁第四勘察设计院集团有限公司 一种用于大跨度磁浮交通桥梁的伸缩缝装置
CN107881911A (zh) * 2017-10-27 2018-04-06 中铁大桥勘测设计院集团有限公司 轨道交通桥梁钢梁梁缝处轨枕支撑调节体系及其架设方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102013205573A1 (de) * 2013-03-28 2014-10-02 Maurer Söhne Engineering GmbH & Co. KG Übergangskonstruktion und Eisenbahnbrücke mit einer solchen Übergangskonstruktion

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1770400A (en) * 1929-11-14 1930-07-15 Lucius H Gordon Guard rail for railroad track scales
DE2314895A1 (de) * 1973-03-26 1974-10-17 Hein Lehmann Ag Einrichtung zum erzielen eines stetigen uebergangs bei bruecken
EP0554238A1 (fr) * 1992-01-29 1993-08-04 VAE Aktiengesellschaft Agencement pour relier des rails

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5138123A (ja) * 1974-09-27 1976-03-30 Sanyo Electric Co Haikansochi

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1770400A (en) * 1929-11-14 1930-07-15 Lucius H Gordon Guard rail for railroad track scales
DE2314895A1 (de) * 1973-03-26 1974-10-17 Hein Lehmann Ag Einrichtung zum erzielen eines stetigen uebergangs bei bruecken
EP0554238A1 (fr) * 1992-01-29 1993-08-04 VAE Aktiengesellschaft Agencement pour relier des rails

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0771906A1 (fr) 1995-11-03 1997-05-07 Waagner-Biro Aktiengesellschaft Construction pontant en particulier pour la connexion dans un arrangement de rails
AT405540B (de) * 1995-11-03 1999-09-27 Waagner Biro Ag Überbrückungskonstruktion, insbesondere beim anschluss einer schienenanlage
EP0866170A2 (fr) * 1997-03-18 1998-09-23 BWG Butzbacher Weichenbau GmbH Support pour la section de rails dans la zone d'un joint d'un bâtiment
EP0866170A3 (fr) * 1997-03-18 1999-01-27 BWG Butzbacher Weichenbau GmbH Support pour la section de rails dans la zone d'un joint d'un bâtiment
EP1167625A3 (fr) * 2000-06-21 2002-12-18 Arnulf Stog Structure de transition pour voies de ponts ferroviaires
DE10030448B4 (de) * 2000-06-21 2005-04-21 Stog, Arnulf Übergangskonstruktion für Gleise von Eisenbahnbrücken
DE102004010248B3 (de) * 2004-03-03 2005-09-15 Heinz Raubacher Brücke
CN106894334A (zh) * 2017-04-17 2017-06-27 中铁第四勘察设计院集团有限公司 一种用于大跨度磁浮交通桥梁的伸缩缝装置
CN107881911A (zh) * 2017-10-27 2018-04-06 中铁大桥勘测设计院集团有限公司 轨道交通桥梁钢梁梁缝处轨枕支撑调节体系及其架设方法

Also Published As

Publication number Publication date
HK1004782A1 (en) 1998-12-04
JPH07109701A (ja) 1995-04-25
EP0643169B1 (fr) 1997-11-26
SI0643169T1 (en) 1998-04-30
ATE160605T1 (de) 1997-12-15
DK0643169T3 (da) 1998-08-10
DE59404661D1 (de) 1998-01-08
ES2111280T3 (es) 1998-03-01
GR3026167T3 (en) 1998-05-29

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