EP1268941B1 - Traverse de voie ferree - Google Patents

Traverse de voie ferree Download PDF

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Publication number
EP1268941B1
EP1268941B1 EP01921000A EP01921000A EP1268941B1 EP 1268941 B1 EP1268941 B1 EP 1268941B1 EP 01921000 A EP01921000 A EP 01921000A EP 01921000 A EP01921000 A EP 01921000A EP 1268941 B1 EP1268941 B1 EP 1268941B1
Authority
EP
European Patent Office
Prior art keywords
sleeper
transverse
transverse sleeper
trough
ribbed plates
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
EP01921000A
Other languages
German (de)
English (en)
Other versions
EP1268941A1 (fr
Inventor
Herbert Achleitner
Karl Schnedl
Siegfried Peinhopf
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 Turnout Technology Zeltweg GmbH
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
Priority to AT01921000T priority Critical patent/ATE326580T1/de
Publication of EP1268941A1 publication Critical patent/EP1268941A1/fr
Application granted granted Critical
Publication of EP1268941B1 publication Critical patent/EP1268941B1/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
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/16—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from steel
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B7/00—Switches; Crossings
    • E01B7/22—Special sleepers for switches or crossings; Fastening means therefor

Definitions

  • the invention relates to a sleepers for railway tracks, especially in the field of actuators and closures of switches, with a substantially trough-like open-topped profile made of steel, wherein carrier flanges are connected to the free ends of the side walls of the trough-like profile.
  • US-A-850876 shows a trough sleeper with a backing plate which projects inwardly and partially overlaps the sidewalls.
  • the cross sleeper essentially consists in that the support flanges are arranged facing each other inwardly and connected to the clear width between the support flanges transverse to the threshold longitudinal direction extending ribbed plates, in particular screwed, wherein the ribbed plates are substantially U-shaped outline have and wear in the region of their running in the threshold longitudinal leg sliders.
  • the ribbed plate forms a secure plane-parallel connection with the carrier straps of the transverse sleeper, while at the same time achieving the advantage that laterally projecting stiffening elements, which would be an obstacle, for example, in the case of a plug of the track bedding or of the track ballast, can be avoided.
  • To avoid load peaks in trough-like profile training is preferably further developed such that the free ends of the side walls of the trough-like profile in a portion of the support of the rib plates load distribution elements, in particular encompassing strap wear.
  • Such load distribution elements can be arranged in the region of the rail support and stiffen the Side walls of the trough-like profile in such a way that the forces arising in the region of the Schienenauf are distributed over a larger area. This further increases the stability of the profile.
  • the construction according to the invention is made in such a way that the ribbed plates have a substantially U-shaped outline and carry sliding chairs in the region of their legs extending in the threshold longitudinal direction.
  • a substantially U-shaped outline having ribbed plate allows to arrange on the two legs of the ribbed slipper, so with a single component, namely the substantially U-shaped outline having ribbed plate, a substantial stiffening of the threshold profile and a storage-stable arrangement of fasteners or Sliding chairs for the stock rail or tongue rail can be achieved.
  • the design is advantageously such that the support flanges are directed towards each other inwardly and arranged substantially parallel to the bottom plate. In this way laterally projecting support flanges are avoided, since the support flanges are arranged directed inwards.
  • the side walls are curved or bent with generatrices parallel to the threshold longitudinal axis whose vertical projection lies at least partially on the bottom plate.
  • the training is made so that the side walls of the cross sleeper locking members for the cross sleeper in their longitudinal direction at least partially cross-cover, wherein such locking members, for example in the manner of a bayonet closure by itself in the direction of the threshold longitudinal axis extending projections, slots or recesses formed can be in which the lid can be pushed in the longitudinal direction of the threshold.
  • a single ribbed plate to increase the stability and to ensure the appropriate connection points for the determination of stock rails or other components also allows other special functions with such ribbed plates to realize, with advantage, for example, the training is made so that the ribbed plates recesses for Attachment of a switch lock have.
  • Such a switch lock which provides a mechanical interlocking of the switch, if a defect in the drive or a fraction of a critical part is observed, allows the emergency operation until the subsequent repair.
  • the training is advantageously made so that the width of the rib plates transverse to the threshold longitudinal direction corresponds to the width of the threshold.
  • Hydraulic Weichenstellantriebe and closure devices are advantageously housed in the cavity formed within the transverse threshold, in particular in the case of hydraulic Weichenstellantrieben a corresponding transverse mobility of such drives in the rail longitudinal direction should be avoided.
  • the training is such that the cross sleeper has vertical attachment tabs for the attachment of a closure device and / or a hydraulic Weichenstellantriebes in its central region.
  • the training is advantageously made such that the sliding chairs on their the carrier flanges have cross-section of the U-shaped rib plate facing side recesses for the overlapping of a rail foot of a stock rail.
  • a particularly stable design of the cross sleeper which also ensures the inclusion of oscillating loads, is achieved in that the bottom plate is curved or bent in the direction of the open side of the trough-shaped profile formed with parallel to the emerging longitudinal axis generatrix.
  • the training may be advantageously made so that the bottom plate is provided with a friction-increasing layer.
  • FIG. 1 shows a perspective view of a cross sleeper according to the invention with ribbed plates fixed to the carrier flanges
  • FIG. 2 shows a cross section through such a sleeper with an attached cover
  • FIG. 3 shows a simplified sectional view according to FIG. 2
  • FIG. 4 shows a section in FIG 5 shows a view in the longitudinal direction of the rail partly in section
  • FIG. 6 shows a detailed view of the base plate in a modified embodiment.
  • a trough-shaped cross sleeper 1 with side walls 2 and 3 can be seen.
  • the side walls are adjoined by inwardly projecting beam flanges 4 and 5, these beam flanges 4 and 5 being interconnected using a substantially U-shaped ribbed plate 6.
  • the substantially U-shaped ribbed plate 6 is hiebei connected by screws 7 with the support flanges 4 and 5 and has in the region of their running in the longitudinal direction of the threshold leg 8 sliding chairs 9 for the sliding support of a tongue.
  • Fig. 1 is further the arrangement of vertical fastening tabs 10th It can be seen which serve for the secure fixing, for example of a hydraulic switch actuator.
  • a load distribution element 26 is arranged in a partial region of the support of the ribbed plate 6, which surrounds the side walls 2 and 3 like a bow.
  • Fig. 2 In the sectional view of Fig. 2 it can be seen that the inwardly projecting flanges 4 and 5 are held by the two ribs connecting ribbed plate 6 plane-parallel to the bottom plate 11 of the trough-like threshold 1, so that a closed box profile formed iwrd, which is characterized by much higher dimensional stability distinguished.
  • Fig. 2 is further a cover 12 can be seen, which has locking members 13 which cooperate in corresponding recesses or slots of locking members 14 on the side walls 2 and 3 of the trough-like threshold and can be pushed in the direction of the longitudinal axis of the thresholds.
  • Fig. 3 is a simplified sectional view can be seen, in which the load distribution elements 26 are visible in the region of the rail support.
  • a detail of the rib plates in view in the rail longitudinal direction is shown more clearly.
  • the stock rail is hiebei indicated at 15, wherein a tongue 16 pressed against this stock rail or can be lifted from this.
  • the tongue 16 is hiebei connected to a connector 17 of a points drive 18 and slides on the slide chair 9.
  • the stock rail 15 is clamped to the rib plate 6 by means of resilient fasteners 19, wherein the rail on the opposite side of the resilient mounting a corresponding exemption or recess 20 of the sliding chair 9 engages under and thus overlapped by the sliding chair 9.
  • a switch lock 21 is further shown, which cooperates directly with the coupling member 17 and locked in this way the tongue in its contact position.
  • the screws 7 in turn connect the ribbed plate with the support flanges 4 and 5 of the threshold profile.
  • a hydraulic actuator is now also apparent, the hydraulic cylinder piston unit is designated 22.
  • the piston 23 of this hydraulic cylinder piston unit can each be acted upon on one side, so that it is possible to achieve an adjusting movement in the direction of the double arrow 24, which in each case allows the tongues 16 to contact the jaw rails 15 alternately.
  • the coupling elements are again denoted by 17 and connected to the respective tongue rails 16.
  • a hydraulic boiler 25 can be seen, which can also be accommodated in the trough-like cross sleeper and, as indicated in Fig. 2, can be covered by a corresponding cover 12.
  • Fig. 6 is a modified embodiment of the bottom plate 11 is shown, in which the bottom plate is made kinked.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)

Claims (10)

  1. Longrine transversale (1) pour voies de chemin de fer, en particulier au niveau des moteurs de manoeuvre et des verrous d'aiguilles, avec un profilé en acier sensiblement en forme d'auge ouvert vers le haut, dans lequel les extrémités libres des parois latérales (2, 3) du profilé en forme d'auge sont reliées à des brides de support (4, 5), caractérisée en ce que les brides de support (4, 5) sont dirigées vers l'intérieur et l'une vers l'autre et sont assemblées, notamment vissées, avec des plaques nervurées (6) qui s'étendent sur la largeur libre entre les brides de support (4, 5) perpendiculairement à l'axe longitudinal de la longrine, les plaques nervurées (6) ayant une forme en plan sensiblement en U et portant des coussinets de glissement (9) au niveau de leurs bras orientés dans le sens longitudinal de la longrine.
  2. Longrine transversale selon la revendication 1, caractérisée en ce que les extrémités libres des parois latérales (2, 3) du profilé en forme d'auge portent, dans une zone partielle de l'appui des plaques nervurées (6), des éléments de répartition de la charge (26), en particulier des étriers qui les entourent.
  3. Longrine transversale selon la revendication 1 ou 2, caractérisée en ce que les brides de support (4, 5) sont disposées de manière sensiblement parallèle à la plaque de fond (11).
  4. Longrine transversale selon l'une des revendications 1 à 3, caractérisée en ce que les parois latérales (2, 3) de la longrine transversale (1) possèdent des éléments de verrouillage (13, 14) pour une couverture (12) recouvrant au moins partiellement la longrine transversale (1) dans son sens longitudinal.
  5. Longrine transversale selon l'une des revendications 1 à 4, caractérisée en ce que les plaques nervurées (6) possèdent des évidements destinés à la fixation d'une serrure d'aiguille (21).
  6. Longrine transversale selon l'une des revendications 1 à 5, caractérisée en ce que la largeur des plaques nervurées (6) perpendiculairement à l'axe longitudinal de la longrine transversale correspond à la largeur de la longrine (1).
  7. Longrine transversale selon l'une des revendications 1 à 6, caractérisée en ce que la longrine transversale (1) possède dans sa partie médiane des pattes de fixation verticales pour la fixation d'un mécanisme de verrouillage et/ou d'un moteur d'aiguille hydraulique.
  8. Longrine transversale selon l'une des revendications 1 à 7, caractérisée en ce que les coussinets de glissement (9) présentent sur leur côté orienté vers la plaque nervurée (6) entourant les brides de support (4, 5) des ouvertures (20) destinées à entourer un pied de rail d'une contre-aiguille (15).
  9. Longrine transversale selon l'une des revendications 1 à 8, caractérisée en ce que la plaque de fond (11) est courbée ou pliée vers le côté ouvert du profilé en forme d'auge avec des génératrices parallèles à l'axe longitudinal de la longrine.
  10. Longrine transversale selon l'une des revendication 1 à 9, caractérisée en ce que la plaque de fond (11) est pourvue d'une couche augmentant le frottement.
EP01921000A 2000-03-31 2001-03-30 Traverse de voie ferree Expired - Lifetime EP1268941B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT01921000T ATE326580T1 (de) 2000-03-31 2001-03-30 Querschwelle für eisenbahngleise

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT0024200U AT4762U1 (de) 2000-03-31 2000-03-31 Querschwelle für eisenbahngleise
AT2422000U 2000-03-31
PCT/AT2001/000091 WO2001075230A1 (fr) 2000-03-31 2001-03-30 Traverse de voie ferree

Publications (2)

Publication Number Publication Date
EP1268941A1 EP1268941A1 (fr) 2003-01-02
EP1268941B1 true EP1268941B1 (fr) 2006-05-17

Family

ID=3485315

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01921000A Expired - Lifetime EP1268941B1 (fr) 2000-03-31 2001-03-30 Traverse de voie ferree

Country Status (5)

Country Link
EP (1) EP1268941B1 (fr)
AT (2) AT4762U1 (fr)
AU (1) AU2001248122A1 (fr)
DE (1) DE50109815D1 (fr)
WO (1) WO2001075230A1 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2391244A (en) * 2002-07-24 2004-02-04 Calum Ian Bruce Gorton Railway sleeper for receiving cabling.
AT7618U1 (de) 2004-01-15 2005-06-27 Vae Eisenbahnsysteme Gmbh Kastenprofil oder gehäuse einer trogschwelle
KR20070035005A (ko) * 2004-07-20 2007-03-29 슈비하크 아게 전철기용 조정 장치를 구비한 가로 침목
DE102005008828A1 (de) * 2005-02-24 2006-08-31 Bwg Gmbh & Co. Kg Geräteträgerschwelle
DE102006021683A1 (de) * 2006-05-10 2007-11-22 SCHWIHAG GESELLSCHAFT FüR EISENBAHNOBERBAU MBH Hohlkastenschwelle
NL2000596C2 (nl) * 2007-04-17 2008-10-20 Movares Nederland Bv Dwarsligger.
ES2361873B1 (es) * 2009-03-06 2012-05-07 Administrador De Infraestructuras Ferroviarias (Adif) Tapa de cobertura de mecanismos en traviesas cajón de aparatos de v�?a y sistema de fabricación de la misma.
AT516560B1 (de) * 2014-11-28 2017-03-15 Voestalpine Signaling Zeltweg Gmbh Trogschwelle mit im Wesentlichen U-förmigen Querschnitt

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US850876A (en) * 1907-02-27 1907-04-16 Samuel L Bevan Metallic tie.

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE60326C (de) * E. H. BARMORE in Los Angeles, Californien Schienenbefestigung auf rinnenförmigen Querschwellen
US1358536A (en) * 1919-12-20 1920-11-09 Gustaf L Fisk Railroad-tie
GB366788A (en) * 1931-03-28 1932-02-11 Ernest Albert Garratt Improvements in and relating to railway sleepers
US2370715A (en) * 1943-08-24 1945-03-06 James B Carmichael Railroad tie
CH293647A (de) * 1951-07-16 1953-10-15 Dyckerhoff & Widmann Ag Verfahren zum Verlegen von Eisenbahnschwellen aus Stahlbeton.
DE4315200C2 (de) 1993-05-07 2003-04-30 Schwihag Gmbh Querschwelle mit Verstellvorrichtung für Weichenzungen
SE506183C2 (sv) * 1993-05-27 1997-11-17 Abb Daimler Benz Transp Anordning vid järnvägsspår för omläggning av spårväxel
AT1019U1 (de) 1995-11-30 1996-09-25 Vae Ag Querschwelle für eisenbahngleise
NL1014443C1 (nl) * 1999-02-19 2000-08-22 Kloos Oving B V Spoorwegcomponent.

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US850876A (en) * 1907-02-27 1907-04-16 Samuel L Bevan Metallic tie.

Also Published As

Publication number Publication date
AU2001248122A1 (en) 2001-10-15
EP1268941A1 (fr) 2003-01-02
WO2001075230A1 (fr) 2001-10-11
ATE326580T1 (de) 2006-06-15
DE50109815D1 (de) 2006-06-22
AT4762U1 (de) 2001-11-26

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