EP1253243B1 - Méthode d' assemblage d' un aiguillage - Google Patents

Méthode d' assemblage d' un aiguillage Download PDF

Info

Publication number
EP1253243B1
EP1253243B1 EP02450097A EP02450097A EP1253243B1 EP 1253243 B1 EP1253243 B1 EP 1253243B1 EP 02450097 A EP02450097 A EP 02450097A EP 02450097 A EP02450097 A EP 02450097A EP 1253243 B1 EP1253243 B1 EP 1253243B1
Authority
EP
European Patent Office
Prior art keywords
rail
rails
wing
crossing
guide
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
EP02450097A
Other languages
German (de)
English (en)
Other versions
EP1253243A2 (fr
EP1253243A3 (fr
Inventor
Hermann Orasche
Manfred Spreitzer
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 AT02450097T priority Critical patent/ATE273419T1/de
Publication of EP1253243A2 publication Critical patent/EP1253243A2/fr
Publication of EP1253243A3 publication Critical patent/EP1253243A3/fr
Application granted granted Critical
Publication of EP1253243B1 publication Critical patent/EP1253243B1/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
    • E01B5/00—Rails; Guard rails; Distance-keeping means for them
    • E01B5/18—Guard rails; Connecting, fastening or adjusting means therefor
    • 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
    • E01B7/20—Safety means for switches, e.g. switch point protectors, auxiliary or guiding rail members
    • 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 method for assembling Turnouts using sleepers, underlay panels, Back rails, rails, tongue rails, intermediate rails, a centerpiece, wing rails and Radlenker, wherein between the frog and a wing rail a frog groove and between the rail and the handlebar a Radlenkerrille is trained.
  • the invention now aims to provide a method of the initially to create said type, with which it is possible to each other same backing plates also to the requirement to adapt to different groove widths in a simple way, so that underlay plates also with different flanges for wheel sets of the same wheel tracks the corresponding needs can be adapted.
  • the process according to the invention essentially consists in that for switches with different widths of the heart and / or Radlenkerrille same thresholds and underlay panels be used with the same Bohrmuster that the the Radlenker carrying Radlenkeriene under attitude of each required Radlenkerrillenweite on the base plate is positioned and welded to the base plate and in that the side of the wing rail head facing the centerpiece for adjusting the centerpiece groove width material removal is processed.
  • a base plate without preformed rolled rib used wherein the inventive method in this case is preferably carried out so that a stop bar under Adjustment of the respectively required heart section groove width positioned on the base plate and with the base plate is welded, whereupon the wing rail in abutment the stop bar is brought and fixed.
  • the inventive Procedure made so that the determination of the wing rails carried out using clamping elements, which with positive locking in the stop strips engaging screws be attached.
  • Base plates or ribbed plates are out of the Holes for attachment to the threshold no further Drilling required.
  • clamping elements e.g. Tension springs
  • the attachment of clamping elements can easily by means of screws, the form-fitting engage in the stop strips take place.
  • a turnout such as certain gauge, turnout radius and deflection angle
  • the alignment of the ribbed plates to the threshold remains despite different groove widths unchanged, so that the same set of sleepers and ribbed plates Can be used.
  • FIG. 1 shows a switch
  • Figure 2 a detailed view of the switch in the area of the heart
  • 3 shows a section of Figure 2 along the line III-III
  • Figure 4 is a section of Figure 2 along the line IV-IV
  • Figure 5 shows a schematic cross section through a switch in the Area of the heart.
  • Figure 1 is 1 with the trunk track and with 2 the branch track a switch shown in which the thresholds 3 fan-like are arranged.
  • the thresholds 3 carry appropriate Base plates 4, which in each case at right angles to Longitudinal axis of the rails are arranged.
  • the switch are on each threshold two underlay or Ribbed plates arranged in the following areas then three or four pads.
  • FIG. 2 is now an enlarged view of the switch in Area of the centerpiece shown.
  • 5 is the rail of the trunk track and with 6 the track rail of the branch track denoted, wherein further the intermediate rails 7 and 8 can be seen are.
  • the intermediate rails go 7 and 8, which connect to the tongue rails, in the wing rails 10 and 11 via.
  • the wheel with the help of a Radlenkers 12th or 13 guided laterally, so a collision with the apex 9 is avoided.
  • the wheel flange of the outer Impeller in a leadership area with different Grooved widths R7 / R6 / R5 / R5 / R6 / R7 guided.
  • FIG 3 is now a section along the line III-III of Figure 2 shown, wherein the wing rails 10 and 11 and the frog point 9 are visible, which on a Base plate 4 are arranged.
  • the base plate 4 is here with schematically indicated screws 14 on the Threshold 3 set.
  • a bolt 15 connects the wing rails and the frog point and corresponding intermediate pieces together.
  • centerpiece 9 and wing rail 11 ′′.10 will turn a frog piece with the Width a trained, according to the invention, the setting of Centerpiece groove width through material-removing machining of the Rail head of the wing rail 10 and 11 takes place.
  • the position of the wing rails 10 and 11 remains relative to Underlay plate or equal to the threshold, so that for a certain Switch geometry identical thresholds and underlay plates can be used with the same drill pattern. decisive is that the distance c between the screws 14 and the distance e between the driving edge and the axle the screws 14 for fixing the base plate 4 on the Threshold 3 also with different centerpiece groove width stays the same.
  • the example of the wing rail 11 is dashed the corresponding material-removing processing of Wing rail shown, so that the frog section a can be extended to the width a '. To achieve the low Groove width of, for example, 28 mm becomes the distance measure f for fixing the stop bar on f 'enlarged.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Claims (3)

  1. Procédé pour le montage d'aiguillages utilisant des traverses (3), des selles de rail (4), des contre-aiguilles, des rails de roulement (5, 6), des lames d'aiguille, des contre-rails (7, 8), un coeur de croisement (9), des pattes de lièvre et des contreforts de contre-rails, dans lequel ils est prévu entre le coeur de croisement et une patte de lièvre (10, 11) une gorge de coeur et entre le rail de roulement et le contrefort de contre-rail (12, 13) une gorge de contrefort de contre-rail, caractérisé en ce que pour les aiguillages ayant des gorges de coeur de croisement et/ou de contrefort de contre-rail de largeur différente, on utilise les mêmes traverses et selles de rail avec un même motif de perçage, en ce que le siège de contrefort de contre-rail (16) portant le contrefort de contre-rail est positionné sur la selle de rail en ajustant la largeur nécessaire de la gorge de contrefort de contre-rail nécessaire et soudé à la selle de rail, et en ce que le côté orienté vers le coeur de croisement de la tête de patte de lièvre est usiné par enlèvement de matériaux pour l'ajuster à la largeur de la gorge de coeur.
  2. Procédé selon la revendication 1, caractérisé en ce qu'une bande de butée est positionnée sur la selle de rail en ajustant la largeur nécessaire de la gorge de coeur nécessaire et soudée à la selle de rail, la patte de lièvre étant amenée et fixée au contact de la bande de butée.
  3. Procédé selon la revendication 1 ou 2, caractérisé en ce que la fixation des pattes de lièvre se fait en utilisant des éléments de serrage à engagement positif qui sont fixés avec des vis se mettant en prise par engagement positif dans les bandes de butée.
EP02450097A 2001-04-25 2002-04-23 Méthode d' assemblage d' un aiguillage Expired - Lifetime EP1253243B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT02450097T ATE273419T1 (de) 2001-04-25 2002-04-23 Verfahren zur montage von weichen

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT3232001U 2001-04-25
AT0032301U AT5558U1 (de) 2001-04-25 2001-04-25 Verfahren zur montage von weichen

Publications (3)

Publication Number Publication Date
EP1253243A2 EP1253243A2 (fr) 2002-10-30
EP1253243A3 EP1253243A3 (fr) 2003-11-26
EP1253243B1 true EP1253243B1 (fr) 2004-08-11

Family

ID=3487520

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02450097A Expired - Lifetime EP1253243B1 (fr) 2001-04-25 2002-04-23 Méthode d' assemblage d' un aiguillage

Country Status (3)

Country Link
EP (1) EP1253243B1 (fr)
AT (2) AT5558U1 (fr)
DE (1) DE50200778D1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3036712B1 (fr) 2015-05-29 2017-07-07 Vossloh Cogifer Support de contre-rail adapte pour resister a des efforts transversaux par rapport a une voie ferree, et ensemble comportant un tel support de contre-rail
CN108486965A (zh) * 2018-06-07 2018-09-04 华东交通大学 轨道线路道岔区辙叉结构
CN109137637A (zh) * 2018-10-15 2019-01-04 中铁宝桥集团有限公司 一种铁路道岔钢轨轨撑结构

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2051983B2 (de) * 1970-10-22 1976-02-12 Heim, Armin, Dipl.-Ing., Kreuzungen (Schweiz) Herzstueck fuer weichen und kreuzungen
AT405657B (de) * 1989-06-06 1999-10-25 Vae Ag Vorrichtung zum festlegen von radlenkern
DE29520607U1 (de) 1995-12-28 1996-03-14 Friedrich Hagans Plastverarbei Unterlagsplatte für Schienenbefestigung
DE19726468A1 (de) * 1997-06-21 1999-02-11 Butzbacher Weichenbau Gmbh Anordnung zum Befestigen eines Gleisabschnitts
DE19741306C2 (de) 1997-09-19 2001-06-07 Pfleiderer Infrastrukturt Gmbh Verfahren zur Herstellung eines Gleisoberbaus bestehend aus Weichenschwellen und darauf angeordneten Rippenplatten

Also Published As

Publication number Publication date
ATE273419T1 (de) 2004-08-15
DE50200778D1 (de) 2004-09-16
EP1253243A2 (fr) 2002-10-30
AT5558U1 (de) 2002-08-26
EP1253243A3 (fr) 2003-11-26

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