EP0771906B1 - Construction pontant en particulier pour la connexion dans un arrangement de rails - Google Patents

Construction pontant en particulier pour la connexion dans un arrangement de rails Download PDF

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Publication number
EP0771906B1
EP0771906B1 EP96117458A EP96117458A EP0771906B1 EP 0771906 B1 EP0771906 B1 EP 0771906B1 EP 96117458 A EP96117458 A EP 96117458A EP 96117458 A EP96117458 A EP 96117458A EP 0771906 B1 EP0771906 B1 EP 0771906B1
Authority
EP
European Patent Office
Prior art keywords
slide
construction according
slides
bridging
bridging construction
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 - Lifetime
Application number
EP96117458A
Other languages
German (de)
English (en)
Other versions
EP0771906B2 (fr
EP0771906A1 (fr
Inventor
Meinhard Dipl.-Ing. Roller
Klaus Dipl.-Ing. Dr. Riessberger
Helmut Dipl.-Ing Udier
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.)
WAAGNER-BIRO BINDER AKTIENGESELLSCHAFT
Original Assignee
WAAGNER-BIRO BINDER AG
Waagner Biro Binder 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
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=3521637&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0771906(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by WAAGNER-BIRO BINDER AG, Waagner Biro Binder AG filed Critical WAAGNER-BIRO BINDER AG
Publication of EP0771906A1 publication Critical patent/EP0771906A1/fr
Publication of EP0771906B1 publication Critical patent/EP0771906B1/fr
Application granted granted Critical
Publication of EP0771906B2 publication Critical patent/EP0771906B2/fr
Anticipated expiration legal-status Critical
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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
    • E01D19/062—Joints having intermediate beams

Definitions

  • the invention relates to a bridging structure with spaced slides for the in Longitudinal direction of the rails, sliding guidance of rails between two permanently installed rail systems, especially when connecting a rail system on a bridge structure to a venue rail system using a rail dilation.
  • EP-A1-643 169 contains various options for keeping a distance described, which have various disadvantages: rope or chain hoists, as well Spring rods tend to be sensitive to vibrations. In the case of spring rods, the achievable distance equality too small due to the large spread and also hydraulic cylinder piston units are not really maintenance free.
  • the invention has set itself the task of addressing this problem of uniform support to counter the rail and at the same time circumvent the disadvantages mentioned above.
  • the invention is characterized in that the carriage to achieve a uniform space between the slides mechanically via lever chains and horizontal guides and vertical bearings are slidably guided and stored.
  • Embodiments of the invention are in the subclaims 2 to 10 specified.
  • Fig. 1 shows the dilatation joint in the extended form and Fig. 2 in the narrowest form.
  • One or more guided slides 1, 1 'and 1 " provided that achieve the even spaces 8.
  • the control of uniformity is by a suitable linkage as a connection between the bearings 2 on the bridge girders the bridge construction and the abutment 2 "on the mainland 7 via the sled 1, 1 ', 1" reached.
  • the linkage in the form of a lever chain consisting of rods 3 and two-armed levers 4 begins off-center on the end face of the bridge girder of the bridge structure 6 and is about the center pivot 13 in the center of the slide to the next slide on both sides of the longitudinal axis of the rail 9 arranged rods 3 to the following carriage or to the abutment 2 "on the mainland 7 over the bearings 2 'to the slide 1, 1', 1 ".
  • the geometry of the linkage - an approximately parallel Alignment of the rods 3, the direction of which is directed through the next center of the slide, and the arrangement of the lever 4 transversely to the longitudinal axis 9 of the rail advantageously minimizes the managers.
  • the lever 4 has rubber-coated bearings 5 at its ends, by means of which bumps occur Forces are gently removed. Minimal gaps can change in the elastic joints (rubber bearing 5) can be compensated directly without a large deflection of the slide construction occurs.
  • the low-friction running of the sled on the polished or ground vertical bearings 12 the vibration-damping deformation plain bearings, the guide along a polished on both sides central rail as a horizontal guide 11, which also occurs with deformation sliding bearings Dislocates moments of dislocation and transverse forces and enables the lever chain to function an even distribution of the expansion gap, then bridging it and at the same time one to represent the optimal substructure for the rail dilation.
  • the subdivision of the joint into is essential several joints (columns 8) by arranging a corresponding number of slides 1, 1 ', 1 ", which are guided horizontally and vertically on slideways, and the equalization of all gaps between bridge and sledge, the sledge among each other and between sledge and Abutment. This is enforced by the lever chain.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Regulating Braking Force (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Types And Forms Of Lifts (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
  • Leg Units, Guards, And Driving Tracks Of Cranes (AREA)

Claims (10)

  1. Construction de pontage comportant des coulisseaux (1,1',1") maintenus à distance, pour le guidage, coulissant dans la direction longitudinale du coulisseau, de rails entre deux arrangements de rails posés à demeure, en particulier en cas de raccordement d'un arrangement de rails sur un ouvrage porteur de pont (6) à un arrangement de rails posé sur une terre ferme (7), avec utilisation d'un joint de dilatation des rails, caractérisée en ce que les coulisseaux (1,1',1") sont guidés de façon coulissante et montés de façon mécanique, par l'intermédiaire de chaínes à effet de levier et de guidages horizontaux (11) et de paliers verticaux (12), pour obtenir un espace intermédiaire (8) régulier entre les coulisseaux (1, 1',1").
  2. Construction pontant selon la revendication 1, caractérisée en ce que tant pour le guidage horizontal (11), qu'également pour le guidage vertical (12), sont prévus des paliers à glissement travaillant par déformation;
  3. Construction pontant selon la revendication 1, caractérisée en ce que les coulisseaux (1,1',1") sont guidés par des guidages horizontaux (11) et des guidages verticaux (12) séparés de préférence centralement et horizontalement, verticalement sur les faces extérieures.
  4. Construction pontant selon la revendication 2, caractérisée en ce que le guidage horizontal (11) central est subdivisé, une partie (11') étant reliée à la terre ferme (7) et l'autre partie (11'') étant reliée à la construction pontant (6) ou au coulisseau (11") le plus proche du pont.
  5. Construction pontant selon la revendication 4, caractérisée en ce que les parties centrales du guidage horizontal (11) sont guidées dans un coulisseau (1"), en entourant avec une liaison par ajustement de forme.
  6. Construction pondant selon la revendication 4, caractérisée en ce que le coulisseau (1) pontant le joint de guidage (10) est d'une longueur supérieure à la course d'extension globale de la dilatation et, de ce fait, détermine la longueur de ce coulisseau.
  7. Construction pontant selon la revendication 3, caractérisée en ce que les paliers verticaux (12) sont réalisés sous la forme de soutiens coulissants rigides pour l'ensemble de la longueur de déplacement des coulisseaux (1,1',1") et sont ancrés rigidement sur la terre ferme (7).
  8. Construction pontant selon la revendication 3, caractérisée en ce que le montage horizontal (11) est disposé séparément, sous la forme d'un guidage coulissant rigide, et est ancré, partiellement sur le pont, partiellement sur le contre-appui de la terre ferme (7).
  9. Construction pontant selon la revendication 1, caractérisée en ce que les coulisseaux (1,1',1") sont reliés aux coulisseaux, chaque fois voisins, du pont (6) et de la terre ferme (7), à l'aide de paliers (2) élastiques, par des barres (3) disposées excentriquement, obliquement les unes par rapport aux autres, par rapport à la direction longitudinale (9) du coulisseau, les leviers à deux branches (4) montés à rotation (13), disposés sur le coulisseau (1,1',1") en passant par le centre, sont reliés en constituant une chaíne à effet de levier et, en particulier, les barres (3) sont maintenues dans des paliers élastiques (5), tels que, par exemple, des paliers en caoutchouc prévus sur le levier ou sur le coulisseau.
  10. Construction pontant selon la revendication 9, caractérisée en ce que la pente des barres (3) au palier (2') est choisie orientée en direction du centre du coulisseau (1,1',1") et, en particulier, la construction à effet de levier peut être disposée en plusieurs exemplaires sur le coulisseau long (1).
EP96117458A 1995-11-03 1996-10-31 Construction pontant en particulier pour la connexion dans un arrangement de rails Expired - Lifetime EP0771906B2 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT181795 1995-11-03
AT0181795A AT405540B (de) 1995-11-03 1995-11-03 Überbrückungskonstruktion, insbesondere beim anschluss einer schienenanlage
AT1817/95 1995-11-03

Publications (3)

Publication Number Publication Date
EP0771906A1 EP0771906A1 (fr) 1997-05-07
EP0771906B1 true EP0771906B1 (fr) 2000-05-10
EP0771906B2 EP0771906B2 (fr) 2003-01-02

Family

ID=3521637

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96117458A Expired - Lifetime EP0771906B2 (fr) 1995-11-03 1996-10-31 Construction pontant en particulier pour la connexion dans un arrangement de rails

Country Status (3)

Country Link
EP (1) EP0771906B2 (fr)
AT (2) AT405540B (fr)
DE (1) DE59605175D1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10767320B2 (en) * 2016-10-20 2020-09-08 Watson Bowman Acme Corporation Cover assembly for structural members

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115478469B (zh) * 2022-09-30 2023-08-25 高速铁路建造技术国家工程研究中心 抑振导流装置

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1994012729A1 (fr) * 1992-11-27 1994-06-09 Bwg Butzbacher Weichenbau Gmbh Support de rail

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH546311A (de) * 1972-04-10 1974-02-28 Mageba Sa Vorrichtung zum ueberbruecken von dehnungsfugen in bruecken, strassen oder aehnlichen verkehrswegbauten.
US4087191A (en) * 1977-01-31 1978-05-02 Felt Products Mfg. Co. Large motion expansion joint
US4120066A (en) * 1977-06-01 1978-10-17 Yves Gerald Leroux Expansion joint for roadway sections
EP0215980A1 (fr) * 1985-09-23 1987-04-01 Marcel Vecchi Dispositif de passage avec lamelles pour joints de dilatation pour ponts
DE3701937C1 (en) * 1987-01-23 1987-09-24 Kober Ag Device for bridging expansion joints in bridges or the like
IT1255927B (it) * 1992-10-28 1995-11-17 Stretto Di Messina Spa Giunto di binari ferroviari a grande escursione longitudinale, in particolare per ponti sospesi.
SI0643169T1 (en) * 1993-09-13 1998-04-30 Vae Aktiengesellschaft Joint arrangement for rails tied on a support structure
DE4425037C2 (de) * 1994-07-15 2000-03-16 Glacier Gmbh Fahrbahnübergang

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1994012729A1 (fr) * 1992-11-27 1994-06-09 Bwg Butzbacher Weichenbau Gmbh Support de rail

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10767320B2 (en) * 2016-10-20 2020-09-08 Watson Bowman Acme Corporation Cover assembly for structural members

Also Published As

Publication number Publication date
ATA181795A (de) 1999-01-15
EP0771906B2 (fr) 2003-01-02
ATE192805T1 (de) 2000-05-15
DE59605175D1 (de) 2000-06-15
EP0771906A1 (fr) 1997-05-07
AT405540B (de) 1999-09-27

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