EP1734184A1 - Dispositif interchangeable pour la fixation d'une dalle au support d'une voie d'un train à sustentation magnétique - Google Patents

Dispositif interchangeable pour la fixation d'une dalle au support d'une voie d'un train à sustentation magnétique Download PDF

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Publication number
EP1734184A1
EP1734184A1 EP06115417A EP06115417A EP1734184A1 EP 1734184 A1 EP1734184 A1 EP 1734184A1 EP 06115417 A EP06115417 A EP 06115417A EP 06115417 A EP06115417 A EP 06115417A EP 1734184 A1 EP1734184 A1 EP 1734184A1
Authority
EP
European Patent Office
Prior art keywords
bearing
track
plate
anchor
sleeve
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
EP06115417A
Other languages
German (de)
English (en)
Other versions
EP1734184B1 (fr
Inventor
Horst Widmann
Hubert Dr. Bachmann
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.)
Ed Zueblin AG
Original Assignee
Ed Zueblin 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
Application filed by Ed Zueblin AG filed Critical Ed Zueblin AG
Publication of EP1734184A1 publication Critical patent/EP1734184A1/fr
Application granted granted Critical
Publication of EP1734184B1 publication Critical patent/EP1734184B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/10—Ducts
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/30—Tracks for magnetic suspension or levitation vehicles
    • E01B25/305—Rails or supporting constructions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/12—Anchoring devices

Definitions

  • the invention relates to the attachment of the track plate on the guideway carrier of a magnetic web
  • Anchor bolts which fix the track plate of the magnetic levitation train via bearings on the track carrier, are potted with mortar in the track carrier after the track plates have been adjusted. The bearings and track plates are therefore difficult to replace.
  • the object of the invention is to attach the attached via the anchor bolts on Fahrwegmon track plates and thus the bearings interchangeable and simultaneously derive the passed on the anchor bolts occurring forces better in the concrete.
  • the anchor bolts (3) run within the guideway support (2) and / or the track plate (1) in tube sleeves 4a, 4b) (preferably filled with lubricating grease (5)), which are designed to be compressible in the longitudinal direction parallel to the anchor screw (3).
  • tube sleeves 4a, 4b) preferably filled with lubricating grease (5)
  • the tube sleeves (4a, 4b) can also be designed accordion-like.
  • FIG. 1 shows by way of example the attachment of a track plate (1) on the track carrier (2) by means of anchor bolts (3) which are guided in compressible tube sleeves (4a, 4b).
  • the tube sleeves (4a, 4b) are made in two parts and telescopically slidable.
  • the track plate (1) lies with the lower anchor plate (7) of the Fahrwegplattenrohrhülse (4a) via a steel bearing (6) (ie not elastically mounted) on the upper anchor plate (7) of the Fahrweganizenhülse (4b).
  • the upper anchor plate (7) of the Fahrwegplattenrohrhülse (4a) is embedded in the concrete of the track plate (1).
  • the Fahrweganirohrhülse (4b) passes through the edge region of the guideway carrier (2).
  • Your lower anchor plate (7) is abutment for the nut of the anchor bolt (3).
  • the anchor plates (7) are preferably made of stainless steel.
  • the steel bearing (6) between track plate (1) and guideway support (2) preferably has a PTFE coating and is also preferably also corrosion resistant in stainless steel.
  • the armature plates (7) facing the bearing (6) of the track plate tube sleeve (4a) and the track tube sleeve (4b) have a protruding projection (9), which fits into a recess (8) in the steel bearing (6) and depending on the fit to a fixation of the steel bearing (6) with zero (ie no degree of freedom) or one-dimensional mobility to the anchor plate (7) and thus also leads from track plate (1) to guideway support (2).
  • Fig. 2 as a section another variant of the storage is shown: Here, the anchor plates (7) no extension (9), but a recess (8), as well as the bearing (6). Dowel disks (11) are then located in the cavities resulting between armature plate (7) and bearing (6) as the sum of the two collisions (8) which meet one another to transmit the horizontal forces.
  • dowel plates (11) By using dowel plates (11), the production of the anchor plates (7), which are preferably milled from a piece of solid material, material-saving. It is also possible to use dowel discs (11) made of a completely different material and also easier to exchange.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)
EP06115417A 2005-06-16 2006-06-14 Dispositif interchangeable pour la fixation d'une dalle au support d'une voie d'un train à sustentation magnétique Not-in-force EP1734184B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102005027751A DE102005027751A1 (de) 2005-06-16 2005-06-16 Austauschbare Befestigung der Fahrwegplatten einer Magnetschwebebahn auf einem Fahrwegträger

Publications (2)

Publication Number Publication Date
EP1734184A1 true EP1734184A1 (fr) 2006-12-20
EP1734184B1 EP1734184B1 (fr) 2009-10-21

Family

ID=36764752

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06115417A Not-in-force EP1734184B1 (fr) 2005-06-16 2006-06-14 Dispositif interchangeable pour la fixation d'une dalle au support d'une voie d'un train à sustentation magnétique

Country Status (3)

Country Link
EP (1) EP1734184B1 (fr)
AT (1) ATE446414T1 (fr)
DE (2) DE102005027751A1 (fr)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH276637A (de) * 1949-06-18 1951-07-31 Birkenmaier Max Hülle für vorgespannte Armierungen und für Aussparungen.
GB1256952A (fr) * 1968-02-24 1971-12-15
EP1441066A1 (fr) * 2003-01-17 2004-07-28 Ed. Züblin Ag Dalle de support, préfabriquée en béton, pour train à lévitation magnétique

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH276637A (de) * 1949-06-18 1951-07-31 Birkenmaier Max Hülle für vorgespannte Armierungen und für Aussparungen.
GB1256952A (fr) * 1968-02-24 1971-12-15
EP1441066A1 (fr) * 2003-01-17 2004-07-28 Ed. Züblin Ag Dalle de support, préfabriquée en béton, pour train à lévitation magnétique
DE10301897A1 (de) * 2003-01-17 2004-07-29 Ed. Züblin Ag Exakte Lagerung der Betonfertigteilplatten des Fahrweges einer Magnetschwebebahn auf einem Träger

Also Published As

Publication number Publication date
ATE446414T1 (de) 2009-11-15
DE502006005152D1 (de) 2009-12-03
EP1734184B1 (fr) 2009-10-21
DE102005027751A1 (de) 2006-12-21

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