EP3178990A1 - Section de voie ainsi que procédé de jonction d'éléments de voie - Google Patents

Section de voie ainsi que procédé de jonction d'éléments de voie Download PDF

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Publication number
EP3178990A1
EP3178990A1 EP16202155.4A EP16202155A EP3178990A1 EP 3178990 A1 EP3178990 A1 EP 3178990A1 EP 16202155 A EP16202155 A EP 16202155A EP 3178990 A1 EP3178990 A1 EP 3178990A1
Authority
EP
European Patent Office
Prior art keywords
spacer
web
track
tubular element
rail
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
EP16202155.4A
Other languages
German (de)
English (en)
Other versions
EP3178990B1 (fr
Inventor
Johannes Rohlmann
Stefan Schmedders
Uwe Heise
Nils Haseloff
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 Railway Systems GmbH
Voestalpine Turnout Technology Germany GmbH
Original Assignee
Voestalpine VAE GmbH
Voestalpine BWG 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 BWG GmbH filed Critical Voestalpine VAE GmbH
Publication of EP3178990A1 publication Critical patent/EP3178990A1/fr
Application granted granted Critical
Publication of EP3178990B1 publication Critical patent/EP3178990B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • 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
    • E01B7/12—Fixed frogs made of one part or composite

Definitions

  • the invention relates to a track section comprising track components connected to one another via at least one spacer, in particular a wing rail connected to a frog point or to a connecting rail connecting into the latter, wherein at least one first track component has a rail web.
  • the invention relates to a method for connecting a first track component, such as wing rail, with a second track component, such as frog point or connecting rail, with a running between them and this complaining spacer element, such as lining piece, wherein the spacer with at least one of the one web having track components in the web area is materially connected.
  • intersections of rail tracks give rise to intersections, whereby the edges of the intersecting rail tracks are interrupted in the center.
  • Rail tracks are bent in the center piece area and referred to as wing rails.
  • the lining piece on the rail side has an oval plate, through which a corner clearance is given. As a result, voltage peaks are avoided by the welding.
  • the core ie after the wing rail has been welded to the core block via the lining pieces, is tempered as a unit.
  • the DE 42 24 156 A1 shall be taken from a frog whose tip consists of unwelded parts. In order to exclude a relative movement between them, the frog parts are interspersed without play by a sleeve in which a bolt passes, via which the wing tip associated with the frogpiece is connected to each other.
  • the present invention has the object, a track section and a method for connecting track components of the type mentioned in such a way that with a simple construction, a high loads a sturdy secure connection is given, is ensured by a permanent distance between the track components.
  • the object is achieved according to the invention substantially by a track section previously described type in that from the rail web of the first track component emanates a tubular element, which is materially connected to the spacer.
  • a cohesive connection is used to connect the spacer with the track or the components, but the reason of the structural state of the track components remains unaffected, since the cohesive connection should extend exclusively between the tubular member and the spacer, according to the state
  • the technology is also welded.
  • the number of connections according to the invention may correspond to the number of conventional screw connections.
  • any rail qualities can be used, a particular advantage of the teaching of the invention.
  • Suitable welding methods are in particular inert gas welding, preferably metal-active gas welding, preferably MAG 135/136 according to DIN EN ISO 4063: 2011-03, or arc welding, in particular manual metal arc welding 111 according to DIN EN ISO 4063: 2011-03.
  • tubular element such as bushing
  • a passage opening such as bore
  • the material connection such as welding
  • tubular element - hereinafter also referred to as a socket - on its distance piece remote, ie remote side extending transversely to the longitudinal axis of the bushing section such as collar, in particular circumferential collar, which bears against the outside of the web.
  • the end face of the bush extending on the distance piece side is set back in relation to the web outer surface extending from the spacer element side.
  • a gap forms between the bush and the spacer when it is supported on the web or presses against it.
  • tubular element should be connected to the track component by press fitting.
  • the tubular element, such as bushing to be fixed in the passage opening by press-fitting.
  • the invention provides that the web and thus the track component is held between the spacer and a distally facing away from the side of the web extending portion, such as collar, the tubular member.
  • the invention is characterized in that from each of the web components having a web emanating from a tubular element and that each tubular element is materially connected to a spacer element objecting to the track components.
  • the invention is also characterized by a track section comprising track components connected to one another via a spacer, in particular with a frog tip or a wing rail connected thereto, wherein at least a first track component has a rail web and a pipe-like element emanates from the rail web of the first track component, which is integrally connected to the spacer, wherein between the distance piece side extending end face of the tubular member and abutting the outer surface of the web spacer a gap.
  • materials for the tubular elements or bushings are preferably steels, in particular those of material group 1.2 according to CEN ISO / TR 15608: 2005, in question.
  • Fig. 1 is a plan view of a rigid core shown, comprising as essential components a frog point 9 in block construction and with this connected weld rails 6, 12. Along the frog point 9 and in regions along the weld-on rails 6, 12, it is known to extend wing rails 1, 11, which merge into tongue rails of a switch having the illustrated frog. In that regard, it is well known constructions.
  • the wing rails 1, 11 with the frog block tip 9 and the Ansch cumschienen 6, 12 and the connection of the Ansch cumschienen 6, 12 are interconnected.
  • corresponding fastenings in rigid core pieces are realized by screw connections.
  • a spacer between the rails to be connected or rail and block tip a spacer, a lining piece, positioned.
  • a screw is introduced, with which the components are clamped high-strength.
  • the screw can solve. This is where the invention starts.
  • a screwless connection is proposed, which is carried out by welding, wherein the rails are basically not welded, so that microstructural changes in these are avoided or largely avoided. This should be based on the Fig. 2 to 4 be explained in more detail.
  • both the wing rail 1 and the Ansch whoschiene 6 each have a head 21, 26, which merges via a web 23, 28 in a rail foot 25, 30.
  • Each web 23, 28 has a bore 27, 34, into which a bush 2, 5 can be inserted, each having a flange or collar 14, in at the bore 23, 34, in particular by press-fitting inserted socket 2, 5 at the outside 29, 36 of the web 23, 28 abuts, like the Fig. 2 and 3 clarify.
  • a press fit another connection between the bush 2, 5 and the rail 1, 6 or its web 23, 28 take place.
  • a spacer or lining piece 4 is then positioned, which consists of a block-like base body 38 with end faces 40, 42 which abut the inner surfaces 44, 46 of the webs 23, 28 and the holes 27, 34 close. Furthermore, radial sections protrude from the base body 38 in order to support the lining piece 4 on the underside of the head 21, 26 or the upper side of the foot 25, 30.
  • a welded joint 3 is produced by gas-shielded welding, such as metal-active gas welding, or arc welding, such as manual arc welding.
  • the collar or flange 14 of the sleeve or sleeve 2 extends, as mentioned, along the outside 29, 26 of the web 23, 32, ie opposite the weld seam 3, so that after the welding operation the rail 1, 6 is held against the lining piece 4.
  • the components are geometrically designed so that the lining piece 4 presses against the rail web 23, 32.
  • the web 23, 32 is quasi clamped between the flange or collar 14 of the socket 2, 5 and the lining piece 4, fixed.
  • Fig. 3 shows that the distance between the end face 48 of the bushing 2, in the region of the weld 3 extends, and web-side edge 50 of the collar 14 is less than the thickness of the web 23, 32, so that between the end face 40, 42 of the lining piece. 4 and the sleeve 2 or the frontally extending edge 48 results in a gap 7.
  • residual stresses in the connection which arise through the introduction of the welding heat, contribute to a frictional connection of the components.
  • a bush or sleeve is provided only in the wing rail 1, 11, whereas the lining 10 is welded to the core block 9 in the usual way.
  • a bore 27 extends, in which the sleeve 2 or another suitable tubular member is used to then weld the inside thereof with the spacer 23 supporting on the web.
  • Fig. 1 extends the lining piece 4 between the wing rail 1 and the weld bar 6 and the lining piece 13 between the Ansch spaschienen 6 and 12th
  • the block tip 9 is welded to the food pieces in the usual way.
  • the existing structure state of the rails 1, 6, 11, 12 is not affected by the welding screwdriving fastening method basically, since the weld is only indirectly in the block tip 9 and the lining pieces 4, 13, is introduced, ie components that the state welded to the technology.
  • the number of fasteners can equal those of a centerpiece with screw connection.
  • materials for the bushing 2, 5 or the tubular element are in particular steels with a minimum yield strength between 275 N / mm 2 and 360 N / mm 2 in question.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Connection Of Plates (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)
  • Bearings For Parts Moving Linearly (AREA)
EP16202155.4A 2015-12-07 2016-12-05 Section de voie ainsi que procédé de jonction d'éléments de voie Active EP3178990B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102015121273.0A DE102015121273A1 (de) 2015-12-07 2015-12-07 Gleisabschnitt sowie Verfahren zum Verbinden von Gleisbauteilen

Publications (2)

Publication Number Publication Date
EP3178990A1 true EP3178990A1 (fr) 2017-06-14
EP3178990B1 EP3178990B1 (fr) 2019-07-03

Family

ID=57482305

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16202155.4A Active EP3178990B1 (fr) 2015-12-07 2016-12-05 Section de voie ainsi que procédé de jonction d'éléments de voie

Country Status (5)

Country Link
EP (1) EP3178990B1 (fr)
BR (1) BR102016028676B1 (fr)
DE (1) DE102015121273A1 (fr)
DK (1) DK3178990T3 (fr)
TW (1) TWI725084B (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108755285A (zh) * 2018-05-25 2018-11-06 西南交通大学 固定辙叉设计制造的方法以及固定辙叉

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE552276C (fr) *
DE1009656B (de) * 1955-06-13 1957-06-06 Kloeckner Georgsmarienwerke Ag Einfaches Herzstueck in Blockausbildung
DE1242663B (de) * 1962-10-13 1967-06-22 Gutehoffnungshuette Sterkrade Geschweisstes Vignol-Herzstueck
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
DE4224156A1 (de) 1992-07-22 1994-01-27 Butzbacher Weichenbau Gmbh Gleisabschnitt
DE4442416C2 (de) 1994-11-29 1997-11-20 Butzbacher Weichenbau Gmbh Futterstück zwischen Schienenabschnitten bzw. zwischen Herzstück und Flügelschiene
WO2000065154A1 (fr) * 1999-04-27 2000-11-02 Vae Aktiengesellschaft Boite de lame pour aiguilles de rails encastres
DE102007054213B4 (de) 2007-11-12 2011-06-22 Schreck-Mieves GmbH, 44225 Herzstück

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT249099B (de) * 1964-09-11 1966-09-26 Kloeckner Werke Ag Herzstück für Weichen und Kreuzungen
DE19507376C2 (de) * 1995-03-03 1998-01-22 Butzbacher Weichenbau Gmbh Verbindung zwischen einer Zunge und einer Anschlußschiene
FR2887898B1 (fr) * 2005-07-04 2009-06-05 Vossloh Cogifer Sa Coeur de croisement a pointe mobile pour voie ferree

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE552276C (fr) *
DE1009656B (de) * 1955-06-13 1957-06-06 Kloeckner Georgsmarienwerke Ag Einfaches Herzstueck in Blockausbildung
DE1242663B (de) * 1962-10-13 1967-06-22 Gutehoffnungshuette Sterkrade Geschweisstes Vignol-Herzstueck
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
DE4224156A1 (de) 1992-07-22 1994-01-27 Butzbacher Weichenbau Gmbh Gleisabschnitt
DE4442416C2 (de) 1994-11-29 1997-11-20 Butzbacher Weichenbau Gmbh Futterstück zwischen Schienenabschnitten bzw. zwischen Herzstück und Flügelschiene
WO2000065154A1 (fr) * 1999-04-27 2000-11-02 Vae Aktiengesellschaft Boite de lame pour aiguilles de rails encastres
DE102007054213B4 (de) 2007-11-12 2011-06-22 Schreck-Mieves GmbH, 44225 Herzstück

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
CEN ISO/TR 15608, 2005
DIN EN ISO 4063, March 2011 (2011-03-01)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108755285A (zh) * 2018-05-25 2018-11-06 西南交通大学 固定辙叉设计制造的方法以及固定辙叉

Also Published As

Publication number Publication date
EP3178990B1 (fr) 2019-07-03
BR102016028676B1 (pt) 2022-10-04
TW201727008A (zh) 2017-08-01
DK3178990T3 (da) 2019-10-07
BR102016028676A2 (pt) 2017-06-13
TWI725084B (zh) 2021-04-21
DE102015121273A1 (de) 2017-06-08

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