EP0343150A2 - Aiguillage avec un coeur comportant une aiguille principale et une aiguille secondaire mobiles - Google Patents

Aiguillage avec un coeur comportant une aiguille principale et une aiguille secondaire mobiles Download PDF

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Publication number
EP0343150A2
EP0343150A2 EP89890147A EP89890147A EP0343150A2 EP 0343150 A2 EP0343150 A2 EP 0343150A2 EP 89890147 A EP89890147 A EP 89890147A EP 89890147 A EP89890147 A EP 89890147A EP 0343150 A2 EP0343150 A2 EP 0343150A2
Authority
EP
European Patent Office
Prior art keywords
tip
rail
main
frog
profiles
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
EP89890147A
Other languages
German (de)
English (en)
Other versions
EP0343150B1 (fr
EP0343150A3 (en
Inventor
Johannes Rainer Dipl.Ing. Oswald
Eduard Guggenberger
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.)
Vae Aktiengesellschaft vae Eisenbahnsysteme AG
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 EP0343150A2 publication Critical patent/EP0343150A2/fr
Publication of EP0343150A3 publication Critical patent/EP0343150A3/de
Application granted granted Critical
Publication of EP0343150B1 publication Critical patent/EP0343150B1/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
    • E01B7/00—Switches; Crossings
    • E01B7/10—Frogs
    • E01B7/14—Frogs with movable parts

Definitions

  • the invention relates to a switch with a centerpiece with a movable main and example.
  • Frogs with a movable frog tip which have a main tip and an example that slidably abuts the main tip, have become known, for example, from German Utility Model 69 08 819.
  • large lengths are required for such designs and the previously known designs have a relatively low load-bearing capacity and stability of the tip.
  • restrictions had to be accepted with regard to the use of materials or also for the use of different switch geometries and a further disadvantage of known designs was that welding and adhesive shocks in the carriageway were sometimes required in the unclamped area.
  • An additional problem with the known designs is the susceptibility to errors in the running edge course and a relatively complicated design and a complicated locking system was required for previously known movable tips.
  • the invention now aims to provide a switch of the type mentioned with a movable centerpiece, in which common materials can be used without restrictions in rail and switch construction and which is characterized by greater load-bearing capacity and stability, especially in the tip area.
  • the switch according to the invention essentially consists in the fact that the main and example are formed using thick web control rail profiles and that lower outer wing rails than the thick web control rail profiles are at least partially fixed on base plates laid, asymmetrical tongue profiles are arranged.
  • the same material can be selected for both the main and the example, so that uniform wear and thus less maintenance is achieved.
  • the choice of thick web control rail profiles gives the main and example the necessary stability while simultaneously improving the possibility of elastic bracing of the wing rail parts and by the measure of making the outer wing rails lower than the thick web control rail profiles of the centerpiece and at least partially fixing them on base plates.
  • the possibility is created that the Dicksteg control rail profiles can be secured against rising when the tip of the heart is pivoted with its foot part below the wing rails.
  • the required strength is ensured by the thick web control rail profiles of the heart tip and the special design of the outer wing rails prevents the tip of the heart from rising.
  • Such a design is particularly advantageous for high-speed switches in which the required joints or road connections cannot be produced without great effort when using different materials, such as manganese hard steel castings.
  • the design is advantageously made such that the height of the lower asymmetrical tongue profiles is lower by at least the height of the rail foot of the thick web control rail profiles of the frog tip than the height of the thick web control rail profiles of the frog tip.
  • the centerpiece tip can be inserted in the respective end position with the foot part of the thick web control rail profile below the outer wing rails, whereby a locking is achieved.
  • the design is such that the end faces of the base plates facing the frog tip have recesses for engaging over the base of the frog tip in the abutting position of the frog tip.
  • the design is advantageously made such that the foot of the frog tip at least in the area part of the base plates of the wing rails is formed except for a smaller width.
  • the use of thick web control rail profiles for the main and spike now also enables a particularly stable sliding fixation of the spike at the main tip in the outlet area of the frog.
  • a sliding connection is advantageously provided at this point and the design can be made in a particularly simple manner in such a way that the main tip and the tip point through their abutting surfaces are screwed together and that the opening for the screw, in particular provided with a support sleeve and spring elements, is formed in the main and / or example as an elongated hole extending in the longitudinal direction of the rail profile.
  • 1 denotes a frog, which has a frog tip 2 with a main tip 3 and an example 4.
  • the wing rails of the centerpiece 1 are designated 5 and 6.
  • the wing rails 5 and 6 are fixed to sleepers 7 by means of screws 8, as will be explained in more detail below.
  • the foot 9 of the main tip 3 has, in part in the area of the fixing of the wing rail 5 on a threshold 7, recesses 10, the operation of which will be explained in more detail below.
  • the main tip 3 is shown in contact with the wing rail 5.
  • the main tip is made of a thick web Standard rail profile, for example UIC60 according to UIC 861-3V but with 30 mm web thickness or UIC54 "Profile A” according to UIC 861-2V with 28 mm web thickness.
  • the asymmetrical and lower height wing rail parts 5 and 6 are adapted to the rail profile used for the tip, for which purpose, for example, an asymmetrical tongue profile for UIC rail 60 kg / m according to UIC 861-2V or a "profile B 68.5 kg / m "according to UIC 861-2V can be used.
  • the wing rails 5 and 6 are each fixed on base plates 11, the height of which is dimensioned such that the total height of the base plate 11 with the lower wing rail 5 and 6 corresponds to the height of the main tip 3.
  • the wing rails 5 are fixed on the base plate 11 in a known manner via supports 12 which are connected to the wing rail by means of a screw connection 13 and to the base plate 11 by means of the screw connection 8.
  • the base plates 11 have recesses 14 on their end faces facing the tip 3, in which recesses the part 10 of the rail foot 9 of the tip 3 can engage in a position in contact with the wing rail. Overlapping of the base plate 11 in this way prevents the tip 3 from rising and the base plate 11 thus acts as a hold-down device in the position in contact with the wing rail.
  • connection according to FIG. 3 shows the connection between the main tip 3 and the example tip 4.
  • the example 4 like the main tip 3, is formed using thick-web control rail profiles, as explained above.
  • the wing rails 5 and 6 in turn have a lower height and an asymmetrical tongue profile and are in turn fixed on base plates 11 on the sleepers 7.
  • the main tip 3 and the example tip 4 are connected to one another by a screw connection 15, the opening 16 for the screw 15 in the example 4 is designed as an elongated hole running in the longitudinal direction of the rail profile.
  • the screw is screwed together with a high-strength screw on the screw head and on the rail web of the main tip, while the tip is pressed against the main tip with spring elements.
  • the opening in the main tip 3 is designed as a simple bore 17.
  • the example 4 also has a rail foot 18 for a more stable design of the centerpiece with less risk of tipping.
  • the transmission of lateral forces from the tips 3 and 4 to the respective wing rails 5 and 6 takes place via supports 19 and 20 which can be attached to the wing rail or to the apex of the heart. These supports are also indicated in Fig.1 and also designated 19 and 20 respectively.
  • Spacers 21 which are indicated schematically in FIG. 1, are also provided for support between the main tip and the tip 3 at a large distance from the tip region. These spacers can be alternately fastened on one side to the main and the example, so that the opposite contact surface on the thick bar control rail profile of the other tip can slide during the changeover by the relative displacement between the main and example on the rail profile.
  • main and example tips Due to the design of the main and example tips as a thick web control rail profile, these components are superior to known movable tips in terms of load capacity. Furthermore, by using such frogs, their overall length can be shortened considerably, since the relative displacement of the changeover process can be placed in the area between the main and the example, since the machined thick web profiles have a sufficient load-bearing capacity.
  • thick web control profiles for the main and example 3 or 4 This can be designed to run continuously from the start of the tip to the end of the switch, so that during a changeover process, bending lines or running edge profiles are created which can be exactly predetermined.
  • the main tip 3 and example 4 are thus continuous elastic switch elements without rigid interference areas.
  • the use of a thick web control rail profile for the main tip 3 and example 4 makes it possible to keep spring points in the rail foot, which are not shown for the sake of clarity, relatively short and to be arranged relatively far forward without making the changeover forces unacceptably high. Such a shortening also has a favorable effect on the overall length of the centerpiece tip 2. Due to the elastic design of the entire centerpiece with thick web control rail profiles as tips 3 and 4 or asymmetrical profiles for the wing rails 5 and 6, the centerpiece fits into the elastic behavior of the track and does not represent a foreign body in the elastic track.
  • the main tip 3 and example 4 from the thick web control rail profile are either guided to the end of the crosspiece tip 2 and adapted there to the control rail profile or they end in the clamped area 2 to 3 threshold fields before the end of the crosspiece and are welded to a control rail after adaptation to the control rail profile , which extends to the centerpiece.
  • the wing rail parts designed as an asymmetrical tongue profile of low height in the area of the frog 1 are either forged in the area immediately in front of the tip of the heart from the lower asymmetrical tongue profile to the standard rail profile or mutually adapted and welded to a standard rail which extends to the beginning of the frog.
  • the asymmetrical tongue profile can also extend to the beginning of the centerpiece and can only be adapted to the standard rail profile there.
  • the wing rail parts are either guided up to the wing rail end as an asymmetrical tongue profile or after the overflow area behind the zone after the cardiac tips also forged onto the control rail profile or adapted to one another and welded to a control rail which extends to the end of the wing rail.
  • either naturally hard untreated rail steels, special grade steels, heat-treated steels or hard manganese steel can be rolled or cast, which can also be pre-consolidated.
  • the adjoining control rail which connects at the beginning or end of the heart or end of the wing rail, is connected to the respective road section of the frog tip or the wing rail according to special methods for welding hard manganese steel to rail steel.
  • a fastening can also be used, which is referred to as the inner stock rail bracing.
  • the cardiac tips 3 and 4 can also be fastened in the clamped area and in the area of the wing rails made of standard rail profile by means of elastic clamping plates attached on the inside.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Sampling And Sample Adjustment (AREA)
  • Gears, Cams (AREA)
  • Investigating Or Analysing Biological Materials (AREA)
  • Switches With Compound Operations (AREA)
  • Pens And Brushes (AREA)
  • Harvester Elements (AREA)
  • Adjustable Resistors (AREA)
  • Toys (AREA)
  • Finger-Pressure Massage (AREA)
  • Massaging Devices (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Mounting, Exchange, And Manufacturing Of Dies (AREA)
  • Preliminary Treatment Of Fibers (AREA)
  • Mechanical Pencils And Projecting And Retracting Systems Therefor, And Multi-System Writing Instruments (AREA)
  • Keying Circuit Devices (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Escalators And Moving Walkways (AREA)
  • Thermotherapy And Cooling Therapy Devices (AREA)
  • Passenger Equipment (AREA)
  • Percussion Or Vibration Massage (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
EP89890147A 1988-05-20 1989-05-18 Aiguillage avec un coeur comportant une aiguille principale et une aiguille secondaire mobiles Expired - Lifetime EP0343150B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT1340/88 1988-05-20
AT0134088A AT390084B (de) 1988-05-20 1988-05-20 Weiche mit einem herzstueck mit beweglicher haupt- und beispitze

Publications (3)

Publication Number Publication Date
EP0343150A2 true EP0343150A2 (fr) 1989-11-23
EP0343150A3 EP0343150A3 (en) 1990-06-13
EP0343150B1 EP0343150B1 (fr) 1992-12-30

Family

ID=3511783

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89890147A Expired - Lifetime EP0343150B1 (fr) 1988-05-20 1989-05-18 Aiguillage avec un coeur comportant une aiguille principale et une aiguille secondaire mobiles

Country Status (10)

Country Link
US (1) US4953814A (fr)
EP (1) EP0343150B1 (fr)
AT (2) AT390084B (fr)
CA (1) CA1323013C (fr)
DE (1) DE58903144D1 (fr)
ES (1) ES2038001T3 (fr)
FI (1) FI92504C (fr)
GR (1) GR3007447T3 (fr)
NO (1) NO173748C (fr)
SU (1) SU1724020A3 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19901949A1 (de) * 1999-01-20 2000-08-17 Thyssen Krupp Materials & Serv Bewegliche zwei- oder mehrstückige Herzstückspitze
DE3828921C3 (de) * 1988-08-26 2000-10-26 Weichenbau Laeis Gmbh & Co Kg Verfahren zum Herstellen einer Weiche mit Herzstück mit federndbeweglicher Spitze sowie eine Weiche mit Herzstück
AT506269A1 (de) * 2008-01-14 2009-07-15 Vae Eisenbahnsysteme Gmbh Weiche mit beweglicher herzstückspitze
EP2487293A1 (fr) * 2011-02-08 2012-08-15 Jez Sistemas Ferroviarios, S.l. Croisement aigu à pointe mobile pour chemins de fer
WO2014033512A1 (fr) 2012-08-28 2014-03-06 Voestalpine Vae Gmbh Aiguillage de rails
BE1020879A4 (fr) * 2010-06-15 2014-07-01 Jez Sist S Ferroviarios S L Coeur a pointe mobile pour rails a ornieres.

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA1324364C (fr) * 1988-10-14 1993-11-16 Gerard Testart Coeur de croisement a pointe mobile et procede de fabrication d'un tel coeur de croisement
LU87721A1 (fr) * 1990-04-11 1990-12-11 Kihn Sarl Aiguillage pour rails a gorge
DE4014346C2 (de) * 1990-05-04 2002-03-21 Butzbacher Weichenbau Gmbh Relativ zu Flügelschienen verstellbare Herzstückspitze
FR2662450B1 (fr) * 1990-05-23 1992-09-11 Cogifer Aiguillage pour voie de guidage a orniere.
FR2672316B1 (fr) * 1991-02-05 1993-05-28 Cogifer Cie Cle Installat Ferr Appareil de voie pour vehicules ferroviaires sur pneumatiques a galet de guidage median et procede pour sa fabrication.
FR2695662B1 (fr) * 1992-09-11 1994-11-18 Cogifer Encastrement de la pointe mobile dans le berceau d'un cÓoeur de croisement incorporé dans les longs rails soudés et procédé de réalisation d'un tel encastrement.
DE4412806A1 (de) * 1994-04-14 1994-09-01 Guenter Andres Gleisweiche für den Eisenbahn- und Schienenverkehr
SI9720055A (sl) * 1996-08-21 1999-06-30 Hubmann Hans-Peter Srce kretnice in kretnice za križišča
US6286791B1 (en) * 2000-03-09 2001-09-11 Abc-Naco Inc. Railroad spring wing frog with hold-open and shock dampening elements
DE10310043A1 (de) * 2003-03-06 2004-09-16 Schreck-Mieves Gmbh Herzstück
ES1072245Y (es) * 2010-04-09 2010-09-09 Amurrio Ferrocarril Y Equipos Dispositivo de encerrojamiento para corazon de punta movil
EP2479080A3 (fr) * 2011-01-19 2015-10-28 Siemens Schweiz AG Verrou à pince doté d'une vis de bride de fermeture
US8424813B1 (en) 2011-01-25 2013-04-23 Cleveland Track Material, Inc. Elevated frog and rail track assembly
US8556217B1 (en) 2011-05-24 2013-10-15 Cleveland Track Material, Inc. Elevated frog and rail crossing track assembly
DE102012017982A1 (de) * 2012-09-12 2014-03-13 Schwihag Ag Herzstückrollvorrichtung

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE488452C (de) * 1928-10-05 1930-01-06 Fried Krupp Akt Ges Einfaches Herzstueck
FR1547338A (fr) * 1966-12-21 1968-11-22 Kloeckner Werke Ag Pointe-de-coeur simple avec pointe élastique
CH469141A (de) * 1967-02-17 1969-02-28 Oesterr Alpine Montan Weichen-Herzstück
DE1911160B1 (de) * 1969-03-05 1970-07-16 Krupp Ag Huettenwerke Herzstueck mit beweglicher Herzstueckspitze
FR2339706A1 (fr) * 1976-02-02 1977-08-26 Abbaye Atel Const Dispositif d'aiguillage pour voies de roulement et de guidage

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US487957A (en) * 1892-12-13 Railroad-frog
DE211594C (fr) *
US2377273A (en) * 1942-07-29 1945-05-29 George J H Siebert Railway track assembly
DE6908819U (de) * 1969-03-05 1974-06-06 Krupp Ag Huettenwerke Herzstueck mit beweglicher herzstueckspitze.
FR2551106B1 (fr) * 1983-03-30 1985-12-06 Renaud Christian Appareil de fixation de contre-aiguille a coussinet de glissement pour aiguillage de voie de chemin de fer
DE3411122A1 (de) * 1984-03-26 1985-10-03 BWG Butzbacher Weichenbau GmbH, 6308 Butzbach Vorrichtung zum befestigen von schienen

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE488452C (de) * 1928-10-05 1930-01-06 Fried Krupp Akt Ges Einfaches Herzstueck
FR1547338A (fr) * 1966-12-21 1968-11-22 Kloeckner Werke Ag Pointe-de-coeur simple avec pointe élastique
CH469141A (de) * 1967-02-17 1969-02-28 Oesterr Alpine Montan Weichen-Herzstück
DE1911160B1 (de) * 1969-03-05 1970-07-16 Krupp Ag Huettenwerke Herzstueck mit beweglicher Herzstueckspitze
FR2339706A1 (fr) * 1976-02-02 1977-08-26 Abbaye Atel Const Dispositif d'aiguillage pour voies de roulement et de guidage

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3828921C3 (de) * 1988-08-26 2000-10-26 Weichenbau Laeis Gmbh & Co Kg Verfahren zum Herstellen einer Weiche mit Herzstück mit federndbeweglicher Spitze sowie eine Weiche mit Herzstück
DE19901949A1 (de) * 1999-01-20 2000-08-17 Thyssen Krupp Materials & Serv Bewegliche zwei- oder mehrstückige Herzstückspitze
DE19901949C2 (de) * 1999-01-20 2002-10-31 Thyssen Krupp Materials & Serv Bewegliche zwei- oder mehrstückige Herzstückspitze
RU2443824C1 (ru) * 2008-01-14 2012-02-27 Фае Айзенбанзюстеме Гмбх Стрелка с подвижным острием крестовины
WO2009089558A1 (fr) * 2008-01-14 2009-07-23 Vae Eisenbahnsysteme Gmbh Aiguillage comportant une pointe de coeur de croisement mobile
AT506269B1 (de) * 2008-01-14 2010-02-15 Vae Eisenbahnsysteme Gmbh Weiche mit beweglicher herzstückspitze
AT506269A1 (de) * 2008-01-14 2009-07-15 Vae Eisenbahnsysteme Gmbh Weiche mit beweglicher herzstückspitze
US8746630B2 (en) 2008-01-14 2014-06-10 Vae Eisenbahnsysteme Gmbh Switch with movable frog point
BE1020879A4 (fr) * 2010-06-15 2014-07-01 Jez Sist S Ferroviarios S L Coeur a pointe mobile pour rails a ornieres.
EP2487293A1 (fr) * 2011-02-08 2012-08-15 Jez Sistemas Ferroviarios, S.l. Croisement aigu à pointe mobile pour chemins de fer
WO2014033512A1 (fr) 2012-08-28 2014-03-06 Voestalpine Vae Gmbh Aiguillage de rails
AT513323A1 (de) * 2012-08-28 2014-03-15 Voestalpine Hytronics Gmbh Weiche für Schienen
AT513323B1 (de) * 2012-08-28 2014-08-15 Voestalpine Hytronics Gmbh Weiche für Schienen
AU2013308156B2 (en) * 2012-08-28 2017-10-05 Voestalpine Signaling Sainerholz Gmbh Rail points

Also Published As

Publication number Publication date
FI892447A0 (fi) 1989-05-19
EP0343150B1 (fr) 1992-12-30
FI892447A (fi) 1989-11-21
ATA134088A (de) 1989-08-15
EP0343150A3 (en) 1990-06-13
SU1724020A3 (ru) 1992-03-30
ES2038001T3 (es) 1993-07-01
AT390084B (de) 1990-03-12
ATE84089T1 (de) 1993-01-15
DE58903144D1 (de) 1993-02-11
GR3007447T3 (fr) 1993-07-30
CA1323013C (fr) 1993-10-12
NO892031D0 (no) 1989-05-19
NO173748C (no) 1994-01-26
NO173748B (no) 1993-10-18
NO892031L (no) 1989-11-21
US4953814A (en) 1990-09-04
FI92504B (fi) 1994-08-15
FI92504C (fi) 1994-11-25

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