EP0522449B1 - Stützanordnung für Gleise - Google Patents

Stützanordnung für Gleise Download PDF

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Publication number
EP0522449B1
EP0522449B1 EP92111240A EP92111240A EP0522449B1 EP 0522449 B1 EP0522449 B1 EP 0522449B1 EP 92111240 A EP92111240 A EP 92111240A EP 92111240 A EP92111240 A EP 92111240A EP 0522449 B1 EP0522449 B1 EP 0522449B1
Authority
EP
European Patent Office
Prior art keywords
supports
ground
support arrangement
pit
screws
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.)
Revoked
Application number
EP92111240A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0522449A1 (de
Inventor
Richard Dipl.-Ing. Spiess
Hartmut Dipl.-Ing. Schmidt
Karl-Heinz Mannitz
Heinz Dipl.-Ing. Lörfing
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.)
Windhoff AG
Original Assignee
WINDHOFF AG
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6435616&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0522449(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by WINDHOFF AG filed Critical WINDHOFF AG
Publication of EP0522449A1 publication Critical patent/EP0522449A1/de
Application granted granted Critical
Publication of EP0522449B1 publication Critical patent/EP0522449B1/de
Anticipated expiration legal-status Critical
Revoked 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
    • 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
    • E01B3/22—Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/66—Rail fastenings allowing the adjustment of the position of the rails, so far as not included in the preceding groups

Definitions

  • the invention relates to a support arrangement for rail tracks arranged above the ground level with track supports between the tracks and the ground.
  • Such a support arrangement for tracks is known for example from DE 37 26 755 A1. It relates to a model railway, in which both rail tracks are arranged on a common substructure and are carried together with this substructure by the track supports. The individual rails are firmly connected to the substructure, the substructure being fixed to the track supports with the help of standard countersunk slotted screws.
  • the known arrangement with its finished elements allows these elements to be easily and precisely laid, changed or removed just as easily, the elements being able to withstand weather influences.
  • a support arrangement which comprises rail-like elements.
  • This known arrangement is used to form and support a high-bay warehouse.
  • Tension anchors are provided within a concrete foundation, the free ends of which project above the ground level.
  • the supports of the rack warehouse can be placed with corresponding recesses on these free ends of the tie rods and screwed there.
  • the tie rods can be adjusted and adjusted in several directions using several elongated holes and rail-like profiles.
  • the tie rods are arranged in a stationary manner, so that the free ends of the tie rods look out of the foundation at certain predetermined positions, so that the attachment of supports for the shelf is only possible at these predetermined locations.
  • the invention has for its object to provide a support arrangement for tracks, in which a relatively simple, fast and cost-saving retrofitting of the track system is possible to adapt to different types of trains, especially in the case of elevated tracks in a railway depot.
  • each rail strand being assigned its own supports and that the supports are fixed on the bottom side by means of screws, profile strips arranged in the base having threaded bores in which the screws of the supports are anchored.
  • the invention proposes, in contrast to the support arrangement for tracks, which is known from the field of model construction, not to arrange the two rail tracks on a common substructure and then using common track supports, each of which supports the substructure and both track tracks, against the ground. Rather, the two rails should be laid as a so-called "open track”. This means that there are no cross connections in the form of a common carrier plate, in the form of sleepers or the like between the two rail tracks. Therefore the underside of the railway wagons is accessible for maintenance and inspection purposes. It is also possible to remove track sections from the rail track so that wheels or wheel sets or bogies can be removed from under the railroad car.
  • the two rail tracks are held in their raised position relative to the basic level in that each of the two rail tracks is assigned its own track supports, which only support this one rail track against the base.
  • the invention proposes to fix the supports on the floor side by means of screws.
  • Profile strips are arranged in the base, which Have threaded holes.
  • the screws of the supports can be anchored in these threaded holes. If the depot is to be converted for a different type of carriage, it is possible to drill threaded holes in the profile strips at the new locations.
  • the screw connections of the supports with the profile strip can then be loosened and the track supports can be moved to the new locations where the threaded holes have been made.
  • edge profiles can be laid, which are designed as profile strips for receiving the supports.
  • the surface of the edge profiles can be flush with the floor level.
  • the edge areas of the edge profile near the pit can be slightly beveled. When the floor wagon drives over the pit, this prevents vehicle parts from bumping against the pit edge, i.e. the edge of the edge profile.
  • stops in front of and behind the supports can be firmly connected to the ground.
  • the stops can advantageously have a substantially U-shaped cross section and be screwed to the profile strips.
  • an elevated track system is shown, 1 supports 2 tracks 3 supporting a base. On the tracks 3 wheels 4 of a railroad car are indicated.
  • a pit 5 is provided with two side walls 6.
  • edge profiles 7 are laid, which are firmly connected to the base 1.
  • Anchors 8 extend from the edge profiles 7 into the bottom 1.
  • the surface of the edge profiles 7 is flush with the corridor level, but an area 9 of the surface of the edge profiles 7 near the pit is angled downward toward the pit 5.
  • the supports 2 are designed as tubular supports 10, on the underside of which a support foot 11 is attached, for example welded on. Screws 12 extend through the support feet 11 into the edge profiles 7 and connect the supports 2 to the edge profiles 7 and in this way to the base 1.
  • Fig. 3 shows in the longitudinal direction of the transition area between a track support 2, as is also shown in Figs. 1 and 2, and the bottom.
  • the support 2 here also consists of a pipe support 10 and a support foot 11.
  • An edge profile 7 is also embedded in the base 1 here.
  • a stop 14 is welded onto the edge profile 7, so that a secure connection between the stop 14 and the edge profile 7 is ensured.
  • the U-shaped configuration of the stop 14 brings about a positive connection between the stop 14 and the support foot 11 of the support 2.
  • the screw connection with the aid of screws 12 between the support 2 and the stop 14 causes this positive locking the safe absorption of longitudinal forces when accelerating and braking the train.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Road Paving Structures (AREA)
  • Railway Tracks (AREA)
  • Road Signs Or Road Markings (AREA)
  • Paper (AREA)
  • Load-Engaging Elements For Cranes (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
EP92111240A 1991-07-06 1992-07-02 Stützanordnung für Gleise Revoked EP0522449B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4122457A DE4122457C2 (de) 1991-07-06 1991-07-06 Stützanordnung für Gleise
DE4122457 1991-07-06

Publications (2)

Publication Number Publication Date
EP0522449A1 EP0522449A1 (de) 1993-01-13
EP0522449B1 true EP0522449B1 (de) 1994-12-14

Family

ID=6435616

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92111240A Revoked EP0522449B1 (de) 1991-07-06 1992-07-02 Stützanordnung für Gleise

Country Status (4)

Country Link
EP (1) EP0522449B1 (es)
AT (1) ATE115665T1 (es)
DE (2) DE4122457C2 (es)
ES (1) ES2067275T3 (es)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10033371C2 (de) * 2000-07-08 2002-07-18 Eurotrac Gmbh Verkehrstechnik Gleissysteme für eine Werkstatthalle
DE20213996U1 (de) 2002-09-11 2002-11-07 Balzer, Hans, 87700 Memmingen Wartungseinrichtung für Schienenfahrzeuge

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2409510A1 (de) * 1974-02-28 1975-09-11 Talke Kurt Prof Dr Ing Schotterloser oberbau

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2084610A (en) * 1934-01-03 1937-06-22 Dunlap De Clermont Monorail track support
DE812557C (de) * 1948-10-02 1951-09-03 Willy Black Eisenbahngleis mit auf Fundamenten verlegten Schienen
DE1272326B (de) * 1964-04-09 1968-07-11 Leopold Wahlefeld Befestigung der Fahrschienen fuer Dachwagen von Arbeitsbuehnen auf Gebaeuden
CH563512A5 (es) * 1971-12-31 1975-06-30 Mannesmann Leichtbau Gmbh
FR2322237A1 (fr) * 1975-08-25 1977-03-25 Legrand Rene Perfectionnements aux chambres de tirage pour voies de chemin de fer
DE3726755A1 (de) * 1987-08-12 1989-03-02 Dietrich A Strohmaier Unterbau fuer die verlegung von eisenbahngleisen kleiner spurweiten

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2409510A1 (de) * 1974-02-28 1975-09-11 Talke Kurt Prof Dr Ing Schotterloser oberbau

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
HILTI-Katalog "Applications and Products 1986/87, Seite 66 *
Prospekt "Das Schienenbefestigungssystem MX" von KRUPP LONRHO, Mai 1991. *

Also Published As

Publication number Publication date
DE4122457C2 (de) 1996-02-29
DE59200952D1 (de) 1995-01-26
ATE115665T1 (de) 1994-12-15
EP0522449A1 (de) 1993-01-13
DE4122457A1 (de) 1993-01-14
ES2067275T3 (es) 1995-03-16

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