EP1158097A3 - Track - Google Patents

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Publication number
EP1158097A3
EP1158097A3 EP01890109A EP01890109A EP1158097A3 EP 1158097 A3 EP1158097 A3 EP 1158097A3 EP 01890109 A EP01890109 A EP 01890109A EP 01890109 A EP01890109 A EP 01890109A EP 1158097 A3 EP1158097 A3 EP 1158097A3
Authority
EP
European Patent Office
Prior art keywords
rails
rail
offset
fastenings
longitudinal direction
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Withdrawn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
EP01890109A
Other languages
German (de)
French (fr)
Other versions
EP1158097A2 (en
Inventor
Bernhard Neumann
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.)
Gmundner Fertigteile GmbH and Co KG
Original Assignee
Gmundner Fertigteile GmbH and Co KG
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 Gmundner Fertigteile GmbH and Co KG filed Critical Gmundner Fertigteile GmbH and Co KG
Publication of EP1158097A2 publication Critical patent/EP1158097A2/en
Publication of EP1158097A3 publication Critical patent/EP1158097A3/en
Withdrawn legal-status Critical Current

Links

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
    • E01B3/20—Sleeper construction for special purposes, e.g. with openings for ballast working
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00—General structure of permanent way
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00—Special pavings; Pavings for special parts of roads or airfields
    • E01C9/04—Pavings for railroad level-crossings

Landscapes

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

Abstract

Gleis, welches mit einer Eindeckung aus an den Schienen (2, 3) gelagerten Eindeckungsplatten (6, 6a) versehen ist. Die zwischen den Schienen (2, 3) angeordneten Eindeckungsplatten (6) sind nur an den Schienen abgestützt und überbrücken den Raum (7) zwischen den Schienen freitragend. Die Schienenbefestigungen (13) der einen Schiene (2) sind bezüglich der Schienenbefestigungen (14) der anderen Schiene (3) in Schienenlängsrichtung (4) versetzt. An den Abstützungsrändern (8) der Eindeckungsplatten (6) sind Randausnehmungen (10) vorgesehen, welche die Stellen der Schienenbefestigungen (13, 14) frei lassen. Diese Randausnehmungen an beiden Abstützungsrändern (8) sind korrespondierend zu den Schienenbefestigungen zueinander versetzt. Vorzugsweise sind die Schienen (2, 3) auf Schwellen (5) befestigt, welche schräg zur Schienenlängsrichtung (4) verlaufen, wobei die an den einzelnen Schwellen (5) befindlichen Schienenbefestigungen (13, 14) in Schienenlängsrichtung zueinander versetzt sind. Die Schwellen sind vorzugsweise Y-Schwellen.

Figure 00000001
Track which is provided with a covering of covering plates (6, 6a) mounted on the rails (2, 3). The covering plates (6) arranged between the rails (2, 3) are supported only on the rails and span the space (7) between the rails in a self-supporting manner. The rail fastenings (13) of one rail (2) are offset with respect to the rail fastenings (14) of the other rail (3) in the longitudinal direction (4) of the rail. Edge recesses (10) are provided on the supporting edges (8) of the covering plates (6), which leave the locations of the rail fastenings (13, 14) free. These edge recesses on both support edges (8) are offset from one another corresponding to the rail fastenings. The rails (2, 3) are preferably fastened to sleepers (5) which run obliquely to the longitudinal direction (4) of the rails, the rail fastenings (13, 14) located on the individual sleepers (5) being offset from one another in the longitudinal direction of the rails. The thresholds are preferably Y thresholds.
Figure 00000001
EP01890109A 2000-05-22 2001-04-03 Track Withdrawn EP1158097A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0037500U AT4372U1 (en) 2000-05-22 2000-05-22 TRACK
AT3752000U 2000-05-22

Publications (2)

Publication Number Publication Date
EP1158097A2 EP1158097A2 (en) 2001-11-28
EP1158097A3 true EP1158097A3 (en) 2002-08-21

Family

ID=3488907

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01890109A Withdrawn EP1158097A3 (en) 2000-05-22 2001-04-03 Track

Country Status (2)

Country Link
EP (1) EP1158097A3 (en)
AT (1) AT4372U1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
HUP1300606A2 (en) * 2013-10-24 2015-05-28 Michael Leier Kg Covering system for reducing noise from guided transport (train, tram, subway, suburban railway); and method for installation of the covering
CN109338831B (en) * 2018-11-27 2021-08-06 中国铁道科学研究院集团有限公司铁道建筑研究所 Ballastless track deviation rectifying method based on rope saw cutting
CN109778611B (en) * 2018-12-06 2021-09-24 中国铁道科学研究院集团有限公司铁道建筑研究所 Deviation rectifying method for ballastless track structure in railway tunnel

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1386718A (en) * 1921-05-26 1921-08-09 Cassius G Mccown Railway-tie
US4285115A (en) * 1977-01-20 1981-08-25 Arbed Method of manufacturing railway sleepers
WO1992002680A1 (en) * 1990-08-08 1992-02-20 Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg Railway level crossing
DE19620731A1 (en) * 1996-05-23 1997-11-27 Strabag Hoch Und Ingenieurbau Rigid track for rail vehicles across bridges
EP0904461A1 (en) * 1996-06-11 1999-03-31 Gmundner Fertigteile Gesellschaft m.b.H. & Co. KG. Covering level with rails for railway tracks

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT390085B (en) 1985-04-19 1990-03-12 Gmundner Fertigteile Gmbh RAILWAY CROSSING

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1386718A (en) * 1921-05-26 1921-08-09 Cassius G Mccown Railway-tie
US4285115A (en) * 1977-01-20 1981-08-25 Arbed Method of manufacturing railway sleepers
WO1992002680A1 (en) * 1990-08-08 1992-02-20 Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg Railway level crossing
DE19620731A1 (en) * 1996-05-23 1997-11-27 Strabag Hoch Und Ingenieurbau Rigid track for rail vehicles across bridges
EP0904461A1 (en) * 1996-06-11 1999-03-31 Gmundner Fertigteile Gesellschaft m.b.H. & Co. KG. Covering level with rails for railway tracks

Also Published As

Publication number Publication date
AT4372U1 (en) 2001-06-25
EP1158097A2 (en) 2001-11-28

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