EP0298950A1 - Coeur de voie - Google Patents

Coeur de voie Download PDF

Info

Publication number
EP0298950A1
EP0298950A1 EP88890172A EP88890172A EP0298950A1 EP 0298950 A1 EP0298950 A1 EP 0298950A1 EP 88890172 A EP88890172 A EP 88890172A EP 88890172 A EP88890172 A EP 88890172A EP 0298950 A1 EP0298950 A1 EP 0298950A1
Authority
EP
European Patent Office
Prior art keywords
wing
heart
rails
tip
wing rails
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.)
Withdrawn
Application number
EP88890172A
Other languages
German (de)
English (en)
Inventor
Robert Pirker
Franz Dipl.-Ing. Rotter
Johannes Dipl.-Ing. Blumauer
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.)
Voest Alpine Maschinenbau GmbH
Original Assignee
Voest Alpine Maschinenbau 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 Voest Alpine Maschinenbau GmbH filed Critical Voest Alpine Maschinenbau GmbH
Publication of EP0298950A1 publication Critical patent/EP0298950A1/fr
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B7/00Switches; Crossings
    • E01B7/10Frogs
    • E01B7/12Fixed frogs made of one part or composite

Definitions

  • the invention relates to a heart piece with a heart tip and wing splints which are connected to the heart tip, in which the wing splints are welded to the heart tip using lining pieces.
  • heart tips with cast-on or welded-on lining pieces are also known for the production of heart pieces, the wing rails being screwed onto the heart tip by means of the lining pieces.
  • the chucks serve to keep the distance and the high-strength screw connection is exposed to various loads in use, which make frequent maintenance and inspection necessary.
  • the forces that occur in the track, which is laid without gaps, result in a relative movement between the apex of the heart and the wing rails, which on the one hand loosens the screw connection and on the other hand introduces additional shear forces and tensile forces into the screw connection.
  • block frogs are often used in which the frog tip is formed in one piece with the wing rails.
  • the vibrations occurring in the track are introduced into the entire block frog consisting of the frog tip and wing rails there are a number of disturbing factors in the vibration behavior compared to the rest of the track.
  • the centerpiece according to the invention essentially consists in the fact that the lining pieces have a lower height in the welding position than the web of the wing rails.
  • Such chucks allow the elasticity of the wing splints in the vertical direction while ensuring the desired elasticity of the welded joint and ensure that the vibrations of the track are only transmitted to the part directly connected to these rails and thus to the wing splints or the apex of the heart, the rigid Coupling between the apex of the heart and wing splints is released. Since the screw connections are omitted, the maintenance effort is significantly reduced.
  • the fact that lining pieces are used avoids the disadvantages of center block centerpieces or monoblock centerpieces, in which a continuous groove generally remains between the wing rail and the centerpiece, which can result in malfunctions in operation. Furthermore, with such monoblock or middle block heart pieces, subsequent bending of the heart piece for curved switches is generally difficult.
  • the elastic construction according to the invention using welded lining pieces such adjustments to the heart of the turnout.
  • the design according to the invention is such that the lining pieces are formed by plate-shaped elements, the main plane of which extends in the longitudinal direction of the rail.
  • Such plate-shaped elements as lining pieces with the main plane running in the longitudinal direction of the rails are capable of absorbing the relative movements between the apex of the heart and the wing rail without this leading to excessive stress on the weld seams.
  • the height of the plate-shaped elements can advantageously be less than the width of the elements between the tip of the heart and the wing splint in order to allow relative movements between the heart tip and the wing splint.
  • Particularly favorable vibration-damping properties can be achieved if the length of the lining pieces corresponds to half to three times the width of the lining pieces.
  • the width of the chuck is dependent on the rail profile.
  • the height of the pieces of lining can advantageously correspond to one to two thirds of the width, preferably approximately half of the width, which enables the oscillation of the wing splints to be largely decoupled from vibrations of the tip of the heart introduced via the heart connecting splints.
  • Such dimensioning which is only to be taken into account in the case of chucks between the frog tip and wing splints, has, in addition to the advantageous vibration properties, the advantage that the susceptibility to faults can be further reduced by spacing the chucks in the longitudinal direction of the wing splints or the heart tip are arranged, which corresponds to three to five times the length of the feed pieces. A continuous groove between the tip of the heart and the wing splints is thus avoided, so that there is also a groove in this groove Accumulation of material that could give rise to faults cannot occur.
  • a particularly stable design can be achieved in that the wing splints near the apex are also welded to one another with at least one lining piece, the relative movement between the wing splints and the apex being in no way impaired by such a direct welding of the wing splints using a lining piece.
  • the wing rails can be further fixed to the heart connection rails in a conventional manner by means of screwed chuck pieces, the remaining stress on the screw connection in the screw axis being low by moving the wheels at the rear wing rail inlet and no maintenance effort being required when using a screw lock.
  • FIG. 1 shows a plan view of a centerpiece according to the invention
  • FIG. 2 shows a section along the line II-II of FIG. 1
  • FIG. 3 shows a section along the line III-III of FIG. 1.
  • a heart tip 1 is shown, with which heart connecting rails 2 and 3 are connected.
  • Wing rails 4 and 5 are provided to the side of the cardiac tip 1 and are welded to the cardiac tip 1 via chucks 6.
  • Wing rail connection rails or control rails 7 and 8 are connected to the wing rails 4 and 5.
  • the wing rails 4 and 5 are screwed to the heart connection rails 2 and 3 by means of chucks 9.
  • one or more chucks 10 are welded in front of the frog tip between the wing rails.
  • the selected lining pieces 6, which are respectively welded to the wing rails 4 and 5, have a height a which is significantly less than the height b of the web of the wing rails 4.
  • the lining pieces 6 are formed by plate-shaped elements, the main plane of which extends in the longitudinal direction of the wing rails 4 or the connecting rails. The length in this longitudinal direction c is significantly greater than the height a of the plate-shaped elements which are used as lining pieces 6.
  • the heart tip 1 is formed as a composite material in the embodiment according to FIG. 3 and carries a highly wear-resistant material at the wheel overflow point.
  • the tip of the heart can be made of composite material or cast manganese steel. It is also possible to design the wing rails from composite material or from rolled manganese steel.
  • connection between wing rail and cardiac tip is made by welding in the spacers 6, depending on the choice of material for the cardiac tip and the wing rails, a material must be selected that ensures the perfect welding of these materials in the combinations mentioned as a material for the execution of the center piece can be selected a composite workpiece, the wheel tread of a hardenable steel with the composition C 0.01 to 0.05% Si 0.01 to 0.2% Mn 0.01 to 0.2% Co 0 to 15% Mo 1.5 to 6% Ni 7 to 20% Ti 0.1 to 1% Cr 0 to 13% Al 0 to 0.2% B 0 to 0.1% Zr 0 to 0.1% is trained.
  • a hardenable steel with the composition C 0.01 to 0.05% Si 0.01 to 0.2% Mn 0.01 to 0.2% Co 0 to 15% Mo 1.5 to 6% Ni 7 to 20% Ti 0.1 to 1% Cr 0 to 13% Al 0 to 0.2% B 0 to 0.1% Zr 0 to 0.1% is trained.
  • Such a steel is easy to weld and easy to machine in the solution-
  • Steel grades of this type are distinguished by the fact that, by aging at 200 ° C. to 600 ° C., they assume a very high hardness with good toughness, which is achieved by martensitic transformation and / or precipitation of intermetallic phases.
  • the wing rails can also consist of a composite material of this type or can be rolled, for example, from high manganese steel.
  • the tip of the heart from cast manganese steel in a known manner, and the wing rails can also be made from manganese steel in order to simplify the welding and the subsequent temperature treatment.
  • a targeted temperature control must be observed in accordance with the selected starting materials, the spacers being positioned with a view to improving the vibration behavior of the overall construction.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Connection Of Plates (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)
  • External Artificial Organs (AREA)
  • Surgical Instruments (AREA)
  • Prostheses (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
  • Bakery Products And Manufacturing Methods Therefor (AREA)
  • Vibration Dampers (AREA)
EP88890172A 1987-07-08 1988-07-01 Coeur de voie Withdrawn EP0298950A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0172887A AT388763B (de) 1987-07-08 1987-07-08 Herzstueck
AT1728/87 1987-07-08

Publications (1)

Publication Number Publication Date
EP0298950A1 true EP0298950A1 (fr) 1989-01-11

Family

ID=3519728

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88890172A Withdrawn EP0298950A1 (fr) 1987-07-08 1988-07-01 Coeur de voie

Country Status (17)

Country Link
EP (1) EP0298950A1 (fr)
JP (1) JPS6490301A (fr)
CN (1) CN1011717B (fr)
AT (1) AT388763B (fr)
BG (1) BG49506A3 (fr)
CS (1) CS268850B2 (fr)
DD (1) DD285390A5 (fr)
DK (1) DK379488A (fr)
FI (1) FI883258A (fr)
HU (1) HU205400B (fr)
IN (1) IN168236B (fr)
NO (1) NO883050L (fr)
PL (1) PL273588A1 (fr)
PT (1) PT87917A (fr)
SU (1) SU1729297A3 (fr)
TN (1) TNSN88071A1 (fr)
YU (1) YU47826B (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0587517A1 (fr) * 1992-09-11 1994-03-16 Cogifer (Cie Generale D'installations Ferroviaires), S.A. Encastrement de la pointe mobile dans le berceau d'un coeur de croisement incorporé dans les longs rails soudés et procédé de réalisation d'un tel encastrement
DE102008023038B3 (de) * 2008-05-09 2009-06-25 Db Netz Ag Verfahren zum Herstellen eines Herzstücks mit einem Spitzenblock und zwei an den Spitzenblock anschließenden, zu einem Mittelblock gefügten Anschluss-Schienenabschnitten, sowie Herzstück

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113981751B (zh) * 2021-11-11 2023-10-20 中国铁建高新装备股份有限公司 一种辙叉空隙区域处的填充工装及其使用方法

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR670932A (fr) * 1928-07-05 1929-12-06 Croisement de voies
US1855969A (en) * 1930-05-20 1932-04-26 Jones Harry Parry Built-up railway crossing for tramways or railways
DE2059640B1 (de) * 1970-12-04 1972-05-25 Krupp Ag Huettenwerke Verfahren zur herstellung eines herzstueckes mit einem einstueckigen,die herzstueckspitze und abschnitte der beidseitigen fluegelschienen aufweisenden mittelblock

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1161574B (de) * 1960-04-28 1964-01-23 Gennevilliers Acieries Herzstueck aus aluminothermisch miteinander verschweissten Vignolschienen
DE1140218B (de) * 1961-01-13 1962-11-29 Elektro Thermit Gmbh Einfaches oder mehrfaches Herzstueck in aluminothermisch geschweisster Konstruktion
AT249099B (de) * 1964-09-11 1966-09-26 Kloeckner Werke Ag Herzstück für Weichen und Kreuzungen
US3395276A (en) * 1967-02-07 1968-07-30 Pintsch Bamag Ag Construction of rail frogs and methods of manufacture
DE2051983B2 (de) * 1970-10-22 1976-02-12 Heim, Armin, Dipl.-Ing., Kreuzungen (Schweiz) Herzstueck fuer weichen und kreuzungen
JPS54160531A (en) * 1978-06-09 1979-12-19 Japan National Railway Production of crossing

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR670932A (fr) * 1928-07-05 1929-12-06 Croisement de voies
US1855969A (en) * 1930-05-20 1932-04-26 Jones Harry Parry Built-up railway crossing for tramways or railways
DE2059640B1 (de) * 1970-12-04 1972-05-25 Krupp Ag Huettenwerke Verfahren zur herstellung eines herzstueckes mit einem einstueckigen,die herzstueckspitze und abschnitte der beidseitigen fluegelschienen aufweisenden mittelblock

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0587517A1 (fr) * 1992-09-11 1994-03-16 Cogifer (Cie Generale D'installations Ferroviaires), S.A. Encastrement de la pointe mobile dans le berceau d'un coeur de croisement incorporé dans les longs rails soudés et procédé de réalisation d'un tel encastrement
FR2695662A1 (fr) * 1992-09-11 1994-03-18 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.
US5366184A (en) * 1992-09-11 1994-11-22 Cogifer-Compagnie Generale D'installations Ferroviaires Seat for the movable point in a cradle of a crossing frog incorporated in long welded rails and process for the production of such a seat
DE102008023038B3 (de) * 2008-05-09 2009-06-25 Db Netz Ag Verfahren zum Herstellen eines Herzstücks mit einem Spitzenblock und zwei an den Spitzenblock anschließenden, zu einem Mittelblock gefügten Anschluss-Schienenabschnitten, sowie Herzstück
WO2009135560A1 (fr) * 2008-05-09 2009-11-12 Db Netz Ag Procédé de fabrication d'un cœur de croisement avec une pointe et deux tronçons de rail de raccordement, formant un bloc central et poursuivant la pointe, et cœur de croisement

Also Published As

Publication number Publication date
ATA172887A (de) 1989-01-15
JPS6490301A (en) 1989-04-06
DK379488D0 (da) 1988-07-07
HU205400B (en) 1992-04-28
NO883050L (no) 1989-01-09
CS490188A2 (en) 1989-08-14
NO883050D0 (no) 1988-07-07
BG49506A3 (en) 1991-11-15
AT388763B (de) 1989-08-25
CN1011717B (zh) 1991-02-20
TNSN88071A1 (fr) 1990-07-10
DD285390A5 (de) 1990-12-12
SU1729297A3 (ru) 1992-04-23
FI883258A0 (fi) 1988-07-07
DK379488A (da) 1989-01-09
CS268850B2 (en) 1990-04-11
PL273588A1 (en) 1989-03-20
YU131988A (en) 1991-06-30
PT87917A (pt) 1989-06-30
CN1030456A (zh) 1989-01-18
IN168236B (fr) 1991-02-23
YU47826B (sr) 1996-01-09
HUT52574A (en) 1990-07-28
FI883258A (fi) 1989-01-09

Similar Documents

Publication Publication Date Title
DE3339442C1 (de) Herzstueck fuer Weichen oder Kreuzungen und Verfahren zur Herstellung eines solchen Herzstueckes
EP0343150B1 (fr) Aiguillage avec un coeur comportant une aiguille principale et une aiguille secondaire mobiles
DE2722631C3 (de) Verfahren zur Herstellung eines Weichen- oder Kreuzungsteiles sowie nach dem Verfahren hergestellter Weichen- oder Kreuzungsteil
EP3312341B1 (fr) Rail à ailerons d'un coeur de croisement ainsi que procédé de fabrication d'un coeur de croisement.
EP0105864A1 (fr) Coeur d'aiguillage, en particulier pointe de coeur, pour croisements de rail ou pour aiguillages, ainsi que le procédé pour leur fabrication
EP0298950A1 (fr) Coeur de voie
EP3684976A1 (fr) Dispositif aiguille
EP1181412B1 (fr) Coeur de croisement ferroviaire
DE8105454U1 (de) "herzstueck"
DE2245719B2 (de) Vignolschienenweiche
AT506269B1 (de) Weiche mit beweglicher herzstückspitze
DE2051983A1 (de) Herzstück für Weichen und Kreuzungen
DE1284439B (de) Herzstueck mit blockartiger Herzstueckspitze
EP0103566B1 (fr) Procédé pour la fabrication de coeurs, notamment de pointes de coeurs en acier pour croisements et aiguillages de chemin de fer
EP0716185B1 (fr) Procédé pour la réalisation d'une pointe du coeur ainsi qu'une pointe du coeur
DE1658316B1 (de) Einfaches Herzstück für Weichen und Kreuzungen
DE548749C (de) Aus mehreren voneinander loesbaren Stuecken zusammengesetztes Herzstueck von Kreuzungen, Kreuzungsweichen u. dgl.
DE1048938B (de) Federzungenvorrichtung, insbesondere fuer Rillenschienenweichen, in Blockkonstruktion
DE944959C (de) Herzstueck fuer Weichen
DE1222957B (de) Herzstueck fuer Weichen und Kreuzungen
DE3828921C2 (de) Verfahren zum Herstellen einer Weiche mit Herzstück mit federndbeweglicher Spitze sowie eine Weiche mit Herzstück
EP0270763A1 (fr) Berceau pour coeur d'aiguillage à aiguilles flexibles mobiles
DE2042488A1 (de) Weiche
EP1013826A1 (fr) Section de rail avec zone de transition géométrique
DE2042488C3 (de) Verfahren zur Panzerung der VerschleiBbereiche eines Herzstückes einer Weiche

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE ES FR GB GR IT LI LU NL SE

17P Request for examination filed

Effective date: 19881221

17Q First examination report despatched

Effective date: 19900803

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19901214