EP0557716B1 - Dispositif de support pour rails de chemin de fer - Google Patents

Dispositif de support pour rails de chemin de fer Download PDF

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Publication number
EP0557716B1
EP0557716B1 EP93100851A EP93100851A EP0557716B1 EP 0557716 B1 EP0557716 B1 EP 0557716B1 EP 93100851 A EP93100851 A EP 93100851A EP 93100851 A EP93100851 A EP 93100851A EP 0557716 B1 EP0557716 B1 EP 0557716B1
Authority
EP
European Patent Office
Prior art keywords
rail
track system
elastic elements
flanks
bearing plate
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
EP93100851A
Other languages
German (de)
English (en)
Other versions
EP0557716A1 (fr
Inventor
Peter Meier
Ralf Ludwig
Klaus Wechselberger
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.)
Hilti AG
Original Assignee
Hilti 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 Hilti AG filed Critical Hilti AG
Publication of EP0557716A1 publication Critical patent/EP0557716A1/fr
Application granted granted Critical
Publication of EP0557716B1 publication Critical patent/EP0557716B1/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
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/62—Rail fastenings incorporating resilient supports
    • 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
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/01—Elastic layers other than rail-pads, e.g. sleeper-shoes, bituconcrete
    • 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
    • E01B2204/12—Floating rails or sleepers

Definitions

  • the invention relates to a device for storing rails of a track system for rail vehicles with a bearing plate and a bearing bed, wherein the bearing plate and the bearing bed, with the interposition of at least regionally arranged elastic elements, are supported by an interlocking profile running in the longitudinal direction of the rail and the flanks running on both sides of each rail in the longitudinal direction of the rail has, of which on both sides of each rail at least one flank with a perpendicular to the plane of the track system includes an acute angle open to the rail.
  • bearing devices which consist of a bearing plate and a bearing bed, a rail being fastened to the bearing plate and elastic elements being arranged between the bearing plate and the bearing bed.
  • a device for storing rails is shown, for example, in DE-OS 30 30 936, in which the rail is fastened to a bearing plate, which is supported against a bearing bed by means of profiling with the interposition of elastic elements.
  • the cross section of the profiling is essentially trapezoidal. This means that the elastic elements are arranged at an angle to each other and thus form an angle that is open towards the top of the rail.
  • the elastic elements closer to the center of the track system form a smaller angle with a perpendicular to the plane of the track system than the elastic elements arranged on the outside of the track system.
  • This known device has the disadvantage that, depending on the direction of loading, the bearing plate can tilt either towards the center or towards the outside of the track system into an inclined position relative to the bearing bed. An inclination of the bearing plate towards the outside of the track system results in a substantially horizontal offset of the rail head to the outside. This results in an undesirable widening of the track, which, in addition to increased wear and tear in the event of a rail breakage occurring in a curve section of the track systems, can lead to derailment of the rail vehicle. Managers can no longer be accepted.
  • Track narrowing in track systems cause high wear in the area of the wheel flanges and in the area of the side flanks of the rail heads as well as high rolling resistance and noise.
  • the invention has for its object to provide a device for storing rails, which ensures the maintenance of the track regardless of the load even in curve sections.
  • a device for storing rails of a track system for rail vehicles which has the features stated in the characterizing part of patent claim 1.
  • the flanks arranged on both sides of the rail are inclined such that the angles which they enclose with the vertical are opened approximately in the direction of the center of the track system, the angle which the inclined flank closer to the center of the track system includes with the vertical being smaller than the angle that the inclined flank makes with the vertical on the outside of the rail facing away from the center of the track system.
  • each inclined flank is assigned a second flank, the elastic elements being arranged in the region of both flanks between the bearing plate and the bed.
  • the rail with the bearing plate can pivot about a virtual pole, this pole for each rail on the outside of the track system, approximately at the height of the rail head lies.
  • bearing elements such as slide bearings, rollers or balls, which are each arranged between the flanks of the profiling of the bearing plate and the bearing bed.
  • the elastic elements arranged between the bearing plate and the bearing bed are compressed to different extents by the stress that occurs.
  • the second flanks assigned to the inclined flanks expediently run essentially perpendicular to the plane of the track systems. These flanks essentially have the task of absorbing the transverse forces which occur, which essentially arise from the managers of the rail vehicles when driving on curve sections.
  • elastic elements are arranged at least in part of the flanks between the bearing plate and the bearing bed.
  • the elastic elements have the property of being able to absorb transverse forces more elastically than compressive forces.
  • the elastic elements can also only be arranged such that they ensure that the bearing plate is pushed back into the normal position.
  • the elastic elements are preferably made of synthetic rubber, natural rubber, cork, polyurethane or polysulfide. These materials have the property of being elastic against transverse forces and of being more stable in their form against compressive forces.
  • the elastic elements expediently have a rectangular, square, trapezoidal, round or polygonal cross section. Depending on the type of profiling on the bearing plate and on the bed, the elastic elements can have the cross-sections mentioned above.
  • the profiling is advantageously formed by at least two tooth-shaped strips on the bearing plate and corresponding recesses on the bearing bed.
  • the profiling designed as tooth-shaped strips extends parallel to the longitudinal axis of the rail.
  • a device for storing rails with a profile formed in this way and having two tooth-shaped strips is very stable in relation to the forces which occur, since the tooth-shaped strips are arranged essentially far apart in the area of the outside of the bearing plate or the bearing bed.
  • the rail fastened on the opposite side of the bearing plate is thus essentially between the two toothed strips.
  • a plurality of tooth-shaped strips distributed parallel to one another and distributed over the width of the bearing plate and bearing bed measured at right angles to the longitudinal axis of the rail can also be provided.
  • FIG. 1 and 2 show the device with a rail 1, which has a rail base 1a, a rail head 1d, with an end face 1b and side flanks 1c.
  • the rail 1 is fastened on a bearing plate 3 by means of fastening elements 3a.
  • the horizontal, lateral displacement or the lateral guidance of the rail 1 is ensured with the aid of projections 3b which protrude from the top of the bearing plate 3.
  • the bearing plate 3 and the bearing bed 6 have an interlocking profile, which in the example shown has two tooth-shaped strips 4, 5 on the bearing plate 3 and two recesses 7, 8 in the bearing bed 6.
  • the tooth-shaped strips 4, 5 protrude with the interposition of elastic elements 9a, 9b, 9c, 9d into the recesses 7, 8 of the bearing bed 6, which is fastened on a solid base U, for example a rail sleeper, by means of fastening elements (not shown).
  • the elastic elements 9a, 9b, 9c, 9d keep the bearing plate 3 and the bearing bed 6 at the original distance from one another.
  • the tooth-shaped strips 4, 5 and the recesses 7, 8 have flanks 4a, 7a, 5a, 8a which run at an angle deviating from 90 ° to a perpendicular to the plane of the track system.
  • the flanks 4a, 7a, 5a, 8a are arranged obliquely in such a way that the different angles to the center of the track system are open and increase in angle from the inside of the rail 1 directed towards the center of the track system to the outside of the rail 1. This means that the flanks are closer to the center of the track system 4a, 7a arranged steeper with respect to a horizontal than the flanks 5a, 8a, which are further from the center of the track system.
  • the tooth-shaped bar 4 which is closer to the center of the track system is essentially more pointed than the tooth-shaped bar 5.
  • the elastic elements 9a, 9b, 9c, 9d have the property of reacting more elastically to transverse forces than to compressive forces.
  • the bearing bed 6 at least partially encompasses the bearing plate 3 with encompassing parts 6c, 6d.
  • elastic stabilizers 10 are located between the parts 6c, 6d and the bearing plate 3 connected to the bearing bed 6 and encompassing the bearing plate 3.
  • the bearing plate 3 is designed such that it projects beyond the bearing bed 6 in the longitudinal direction of the rails 1, the projecting part of the bearing plate 3 extending vertically downward and the bearing bed 6 partially overlapped.
  • Elastic elements are additionally arranged between the bearing plate 3 and the bearing bed 6, which form the corresponding resistance to push-through. The overlap of the bearing bed 6 by the bearing plate 3 in the longitudinal direction of the rails 1 is not shown in.
  • FIG. 2 shows the device, wherein a wheel 2 of a rail vehicle (not shown in the drawing) rests on the end face 1b of the rail 1 and touches the side flank 1c of the rail head 1d with the wheel flange 2a. Occurring horizontal loads P H and vertical loads P V as well as the proportional weight, which results from the weight of the rail vehicle, and the weight of the Payload composed, are transferred from the wheel 2 to the rail head 1d of the rail 1.
  • the stabilizers 10 which are closer to the center of the track system are relieved when a load occurs.
  • the essentially horizontally acting loads P H which are caused by the managers of the rail vehicles when driving on curve sections, are absorbed by the elastic elements 9b, 9d arranged parallel to the vertical.
  • the elastic elements 9b, 9d are supported on the flanks 4b, 7b, 5b, 8b.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Bearings For Parts Moving Linearly (AREA)

Claims (6)

  1. Dispositif de support pour des rails (1) d'une voie ferrée pour véhicules sur rails, comprenant une plaque d'appui (3) et un support (6), la plaque d'appui (3) et le support (6) s'appuyant, avec interposition d'éléments élastiques prévus au moins par zones et s'étendant sur un profilage à emboîtement orienté dans le sens longitudinal des rails, lequel comprend, de part et d'autre de chaque rail, des flancs orientés dans le sens longitudinal des rails, au moins l'un des flancs (4a, 7a, 5a, 8a) formant à chaque fois avec la perpendiculaire au plan de la voie ferrée, un angle aigu ouvert en direction du rail, caractérisé en ce que les angles s'ouvrent sensiblement en direction du milieu de la voie ferrée, que l'angle formé entre le flanc incliné (4a, 7a) situé plus près du milieu de la voie ferrée et la perpendiculaire est plus petit que l'angle formé entre le flanc incliné (5a, 8a) sur la face extérieure du rail détournée du milieu de la voie ferrée et la perpendiculaire, et qu'à chaque flanc incliné (4a, 7a, 5a, 8a) est associé un second flanc (4b, 5b, 7b, 8b), les éléments élastiques (9a à 9d) étant disposés respectivement, dans la région des deux flancs, entre la plaque d'appui (3) et le support (6) et les flancs ainsi que les éléments élastiques étant disposés de telle façon que, lors d'une inclinaison de la plaque d'appui vers le milieu de la voie ferrée, ladite plaque d'appui peut décrire en même temps un mouvement horizontal vers le côté extérieur de la voie.
  2. Dispositif selon la revendication 1, caractérisé en ce que les angles sont compris entre 5° et 85°.
  3. Dispositif selon l'une des revendications 1 ou 2, caractérisé en ce que les seconds flancs (4b, 5b, 7b, 8b) associés aux flancs inclinés (4a, 7a, 5a, 8a) sont orientés sensiblement perpendiculairement au plan de la voie ferrée.
  4. Dispositif selon l'une des revendications précédentes, caractérisé en ce que les éléments élastiques (9a, 9b, 9c, 9d) sont constitués de caoutchouc synthétique, de caoutchouc naturel, de liège, de polyuréthanne ou de polysulfure.
  5. Dispositif selon la revendication 4, caractérisé en ce que les éléments élastiques (9a, 9b, 9c, 9d) présentent une section transversale rectangulaire, carrée, trapézoïdale, circulaire ou polygonale.
  6. Dispositif selon l'une des revendications précédentes, caractérisé en ce que le profilage est constitué par au moins deux baguettes (4, 5) en forme de dents sur la plaque d'appui (3) et par des évidements (7, 8) correspondants dans le support (6).
EP93100851A 1992-02-28 1993-01-21 Dispositif de support pour rails de chemin de fer Expired - Lifetime EP0557716B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE4206207 1992-02-28
DE4206207 1992-02-28
DE4220799 1992-06-25
DE4220799A DE4220799A1 (de) 1992-02-28 1992-06-25 Einrichtung zum lagern von schienen

Publications (2)

Publication Number Publication Date
EP0557716A1 EP0557716A1 (fr) 1993-09-01
EP0557716B1 true EP0557716B1 (fr) 1996-02-28

Family

ID=25912311

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93100851A Expired - Lifetime EP0557716B1 (fr) 1992-02-28 1993-01-21 Dispositif de support pour rails de chemin de fer

Country Status (3)

Country Link
US (1) US5346131A (fr)
EP (1) EP0557716B1 (fr)
DE (2) DE4220799A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19746587C1 (de) * 1997-10-22 1999-02-11 Heitkamp Gmbh Bau Schienenlager mit Rollenlagern und Gleitlager zur Freihaltung der Schwelle von Kippmomenten

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5549245A (en) * 1994-11-02 1996-08-27 Illinois Tool Works Inc. Composite pad useful between railroad rail and railroad tie
US5551632A (en) * 1994-11-02 1996-09-03 Illinois Tool Works Inc. Elastomeric pad between railroad rail and railroad tie
US5551633A (en) * 1994-11-02 1996-09-03 Illinois Tool Works, Inc. Elastomeric pad between railroad rail and railroad tie
ES2119633B1 (es) * 1995-05-18 1999-05-16 Transformados Del Norte S A Cazoleta perfeccionada para traviesa bibloque de via ferrea.
JP2004536002A (ja) * 2001-07-30 2004-12-02 インベンテイオ・アクテイエンゲゼルシヤフト ガイドレールを取り付けるための方法および装置
DE10152380A1 (de) * 2001-10-28 2003-06-26 Pieper Siegfried Vorrichtung zur Erfassung von Kräften und Veränderungen an Rädern von Schienenfahrzeugen
US20080121732A1 (en) * 2006-11-28 2008-05-29 Yung-Yi Chen Laminated tie plate
DE102010009240A1 (de) * 2010-02-25 2011-08-25 Delkor Rail Pty. Ltd., New South Wales System zum Befestigen einer Schiene
US8210444B2 (en) * 2010-10-18 2012-07-03 Osler Wilbur F Direct fixation track-mounting assembly
CN102296493A (zh) * 2011-07-15 2011-12-28 洛阳双瑞橡塑科技有限公司 一种刚度均匀连续的无砟轨道减振结构
EP2821358B1 (fr) * 2013-07-03 2016-11-30 Kone Corporation Système d'alignement de rail de guidage pour des ascenseurs
CN103603237B (zh) * 2013-12-02 2016-08-17 北京九州一轨隔振技术有限公司 一种浮置式道床道岔
EP3418448A1 (fr) * 2017-06-23 2018-12-26 Delkor Rail Pty Ltd Dispositif de montage
CN111021156A (zh) * 2019-12-25 2020-04-17 重庆艾博瑞威轨道交通设备有限公司 新型主副轨压板

Family Cites Families (8)

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Publication number Priority date Publication date Assignee Title
JPS521161B2 (fr) * 1972-02-10 1977-01-12
DE2817278C3 (de) * 1978-04-20 1980-10-30 Diether 4300 Essen Uderstaedt Schalldämmende Schienenunterlage
GB2024289B (en) * 1978-06-30 1983-03-30 Clouth Gummiwerke Ag Resilient rail support
DE3030936A1 (de) * 1980-08-16 1982-04-01 Clouth Gummiwerke AG, 5000 Köln Einrichtung zum lagern von schienen fuer schienenfahrzeuge
DE3030937A1 (de) * 1980-08-16 1982-03-25 Clouth Gummiwerke AG, 5000 Köln Einrichtung zum lagern von schienen fuer schienenfahrzeuge
DE3033607C2 (de) * 1980-09-06 1986-10-30 Phoenix Ag, 2100 Hamburg Schalldämmende Schienenunterlage
DE3406679A1 (de) * 1984-02-24 1985-09-05 Phoenix Ag, 2100 Hamburg Elastisches lager fuer schienen
US4632308A (en) * 1985-10-25 1986-12-30 Portec, Inc. Adjustable rail fastener assembly

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19746587C1 (de) * 1997-10-22 1999-02-11 Heitkamp Gmbh Bau Schienenlager mit Rollenlagern und Gleitlager zur Freihaltung der Schwelle von Kippmomenten

Also Published As

Publication number Publication date
US5346131A (en) 1994-09-13
DE4220799A1 (de) 1993-09-02
EP0557716A1 (fr) 1993-09-01
DE59301695D1 (de) 1996-04-04

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