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EP1323866B1 - Méthode pour construire une voie ferrée sans ballast - Google Patents

Méthode pour construire une voie ferrée sans ballast Download PDF

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Publication number
EP1323866B1
EP1323866B1 EP02025222A EP02025222A EP1323866B1 EP 1323866 B1 EP1323866 B1 EP 1323866B1 EP 02025222 A EP02025222 A EP 02025222A EP 02025222 A EP02025222 A EP 02025222A EP 1323866 B1 EP1323866 B1 EP 1323866B1
Authority
EP
European Patent Office
Prior art keywords
rails
rail attachment
support plate
rail
concrete
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.)
Expired - Lifetime
Application number
EP02025222A
Other languages
German (de)
English (en)
Other versions
EP1323866A1 (fr
Inventor
Ulrich Früh
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.)
Leonhard Weiss GmbH and Co KG
Original Assignee
Leonhard Weiss 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 Leonhard Weiss GmbH and Co KG filed Critical Leonhard Weiss GmbH and Co KG
Priority to DE20220418U priority Critical patent/DE20220418U1/de
Publication of EP1323866A1 publication Critical patent/EP1323866A1/fr
Application granted granted Critical
Publication of EP1323866B1 publication Critical patent/EP1323866B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/005—Making of concrete parts of the track in situ
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/14—Way of locomotion or support
    • E01B2203/143—Way of locomotion or support on a side-track
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/09—Ballastless systems

Definitions

  • the invention relates to a method for producing a Fixed carriageway for rail vehicles according to the generic term of claim 1.
  • the invention addresses the problem of rail fasteners in the most rational way possible to be able to position precisely.
  • the invention is based on the general idea that Rails of the finished track previously as an alignment aid for an exact positioning of the rail fastening elements to use.
  • Rails of the finished track previously as an alignment aid for an exact positioning of the rail fastening elements to use.
  • those for the finished Rails to be used lengths over 100 m can own, before the application of the concrete slab on the solid surface on which the concrete support plate comes to rest in one of the position of the rails in the finished track exactly defined by a constant value deviating position temporarily fixed.
  • the corresponding alignment of those to be temporarily fixed Rails are made via height and side adjustable Auxiliary bearing between the rails and the solid surface.
  • the auxiliary bearings are, for example, screwed, the dowels previously inserted into the solid surface are screwed in, fastened.
  • the rails themselves are detachably connected to the auxiliary bearings. After the temporary attached rails their positioning function for that Attach the rail fasteners to the concrete slab have been fulfilled, they are dismantled and attached to the Rail fastening elements for the production of the finished Track put on.
  • the auxiliary camps with which the Rails were temporarily attached to the solid surface, are then removed and again for temporary attachment a rail used for alignment purposes.
  • the insertion device can be in the concrete slab movably supported on the temporarily laid rails his. When performing the actual insertion process the insertion device should be shaken in particular temporarily fixed to the rails on which it travels in order to achieve a high insertion accuracy.
  • the rail fastening elements can consist of one Precast concrete part with it, at concrete sleepers usual rail fasteners and anchoring means for anchoring the precast concrete element within the concrete slab.
  • the precast concrete practically corresponds to that Area of a common concrete sleeper that is directly below the metallic rail fasteners.
  • the anchoring means protrude from the precast concrete, in particular from below out.
  • the concrete slab should not have any outstanding dams or Own humps. Rather, the concrete support slab is designed with one such excess heights are manufactured that in the Support areas for the precast concrete receiving troughs can be incorporated to a predetermined target dimension.
  • the Excess must therefore be such that even the most unfavorable Manufacturing tolerance still a sufficient height to hang up of a precast concrete part according to the invention remains.
  • the concerned Receiving troughs in the concrete slab are from the feeding device that brings the precast concrete parts cleared out by means provided for this purpose.
  • the supports 1 shown are made of concrete, which if necessary can be reinforced in a known manner.
  • dowels 3 are provided in the supports.
  • Anchored in the supports 1 are each protruding downwards Mandrels 4, those with threads, grooves or other undercuts provided in the direction of the respective thorn axis are.
  • Figures 4 and 5 show in a support plate 5 a fixed Support molded in according to the invention 1.
  • the supports 1 have at their long ends to Receiving surface 2 recesses 6 with a precise fit Inclusion in one of the supports 1 with a precise fit in the support plate 5 forming, that is, in particular shaking according to the invention - Positioning device, not shown.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
  • Forging (AREA)

Claims (3)

  1. Procédé pour construire une voie sans ballast pour véhicules ferroviaires, dans lequel une dalle porteuse en béton est appliquée sur un soubassement stable au moyen d'un finisseur coulissant, dans laquelle à l'état non encore durci des éléments de fixation de rails sont insérés par moulage dans une position précise pour la voie définitive,
    caractérisé par les particularités suivantes,
    avant l'application de la dalle porteuse en béton (5), les rails formant la voie définitive sont fixés temporairement sur le soubassement stable, à côté de l'espace à occuper par la dalle porteuse en béton (5), dans une position s'écartant exactement de manière définie, d'une valeur constante, de la position finale des rails dans la voie définitive,
    le positionnement précis des éléments de fixation de rails s'opère via un dispositif de positionnement guidé au moyen des rails fixés temporairement.
  2. Procédé selon la revendication 1,
    caractérisé en ce que pour fixer les rails des appuis auxiliaires de rails ajustables latéralement et en hauteur sont employés qui peuvent être reliés de manière détachable aussi bien aux rails qu'au soubassement stable.
  3. Procédé selon la revendication 1 ou 2,
    caractérisé en ce que les éléments de fixation de rails à insérer sont constitués de moyens métalliques habituels de fixation de rails, d'une pièce préfabriquée en béton en tant que support (1), qui se limite à l'extension horizontale des moyens de fixation de rails concernés, est reliée à ceux-ci et possède la forme d'une traverse en béton habituelle limitée à ces zones, ainsi que de moyens d'ancrage saillant vers le bas hors de la pièce préfabriquée en béton (1) pour la mise en place dans la dalle porteuse en béton (5).
EP02025222A 2001-12-27 2002-11-12 Méthode pour construire une voie ferrée sans ballast Expired - Lifetime EP1323866B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20220418U DE20220418U1 (de) 2001-12-27 2002-11-12 Einzelnes Beton-Schienenauflager für ein Bahngleis

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10163771 2001-12-27
DE10163771A DE10163771B4 (de) 2001-12-27 2001-12-27 Beton-Schienenauflager zur Aufnahme lediglich einer Schiene eines Gleises einer Festen Fahrbahn für Schienenfahrzeuge

Publications (2)

Publication Number Publication Date
EP1323866A1 EP1323866A1 (fr) 2003-07-02
EP1323866B1 true EP1323866B1 (fr) 2004-01-28

Family

ID=7710732

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02025222A Expired - Lifetime EP1323866B1 (fr) 2001-12-27 2002-11-12 Méthode pour construire une voie ferrée sans ballast

Country Status (3)

Country Link
EP (1) EP1323866B1 (fr)
AT (1) ATE258622T1 (fr)
DE (2) DE10163771B4 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004024230A1 (de) * 2004-05-15 2005-12-15 Leonhard Weiss Gmbh & Co. Kg Gleis mit bündig innerhalb der Oberfläche einer festen Fahrbahn liegenden Rillerschienen

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10312351A1 (de) * 2003-03-20 2004-10-07 Leonhard Weiss Gmbh & Co. Kg Verfahren und Vorrichtung zur Herstellung einer insbesondere festen Fahrbahn für Schienenfahrzeuge
WO2016146699A1 (fr) 2015-03-16 2016-09-22 Top-Off Nv Boîtier pour lit de béton de voie de chemin de fer et procédé pour la construction d'une voie de chemin de fer

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3042725A1 (de) * 1980-11-13 1982-06-16 Ed. Züblin AG, 7000 Stuttgart Verfahren zur herstellung einer elastisch gelagerten, schotterlosen oberbaukonstruktion fuer schienenbahnen
DE4426427C2 (de) * 1994-07-26 1997-03-13 Franz Aicher Vorrichtung zur Herstellung von Fundamentausnehmungen beim Bau von Gleisen
DE19627672C2 (de) * 1996-07-10 1999-02-18 Hochtief Ag Hoch Tiefbauten Verfahren zur Herstellung einer mit Schienenauflagerelementen aus Beton versehenen Betonfahrbahnplatte einer Schnellfahrbahnstrecke und Verbundankersetzmaschine zur Durchführung des Verfahrens
DE19808812C2 (de) * 1996-09-24 2000-06-08 Zueblin Ag Verfahren zur Herstellung einer festen Fahrbahn
DE29702720U1 (de) * 1996-12-05 1997-07-31 Kunzewitsch, Felix, 14467 Potsdam Vorrichtung zur Errichtung von befestigten Trassen
DE19653858C2 (de) * 1996-12-21 2001-11-08 Pfleiderer Infrastrukturt Gmbh Einbauverfahren für eine feste Schienenfahrbahn
DE19831680C2 (de) * 1998-05-09 2001-06-21 Zueblin Ag Herstellung Fester Fahrbahnen mit Hilfe einer Gegenschalung
DE19854609B4 (de) * 1998-11-26 2009-02-19 Ed. Züblin Ag Feste Fahrbahn aus Vakuumbeton und Verfahren zur Herstellung
DE20011481U1 (de) * 2000-06-30 2000-09-21 Ed. Züblin AG, 70567 Stuttgart Konstruktion einer festen Fahrbahn aus zwei Einzelblöcken und die Einzelblöcke vernetzenden Bewehrungen

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004024230A1 (de) * 2004-05-15 2005-12-15 Leonhard Weiss Gmbh & Co. Kg Gleis mit bündig innerhalb der Oberfläche einer festen Fahrbahn liegenden Rillerschienen
DE102004024230B4 (de) * 2004-05-15 2008-01-31 Leonhard Weiss Gmbh & Co. Kg Gleis mit bündig innerhalb der Oberfläche einer festen Fahrbahn liegenden Rillenschienen

Also Published As

Publication number Publication date
ATE258622T1 (de) 2004-02-15
DE10163771B4 (de) 2005-08-18
DE10163771A1 (de) 2003-07-17
EP1323866A1 (fr) 2003-07-02
DE50200232D1 (de) 2004-03-04

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