EP1882777B1 - Procédé pour fabriquer une voie ferrée sans ballast - Google Patents

Procédé pour fabriquer une voie ferrée sans ballast Download PDF

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Publication number
EP1882777B1
EP1882777B1 EP07014775A EP07014775A EP1882777B1 EP 1882777 B1 EP1882777 B1 EP 1882777B1 EP 07014775 A EP07014775 A EP 07014775A EP 07014775 A EP07014775 A EP 07014775A EP 1882777 B1 EP1882777 B1 EP 1882777B1
Authority
EP
European Patent Office
Prior art keywords
track
rail fastening
rail
running rails
supporting layer
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.)
Not-in-force
Application number
EP07014775A
Other languages
German (de)
English (en)
Other versions
EP1882777A1 (fr
Inventor
Peter Ablinger
Hansruedi Imhof
Hansjörg Grunder
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.)
VERKEHRSBETRIEBE ZUERICH
Original Assignee
VERKEHRSBETRIEBE ZUERICH
VERKEHRSBETR E ZUERICH
Verkehrsbetriebe Zuerich
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Publication date
Application filed by VERKEHRSBETRIEBE ZUERICH, VERKEHRSBETR E ZUERICH, Verkehrsbetriebe Zuerich filed Critical VERKEHRSBETRIEBE ZUERICH
Publication of EP1882777A1 publication Critical patent/EP1882777A1/fr
Application granted granted Critical
Publication of EP1882777B1 publication Critical patent/EP1882777B1/fr
Not-in-force 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
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • 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
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/44—Fastening the rail on the tie-plate
    • E01B9/46—Fastening the rail on the tie-plate by clamps
    • E01B9/48—Fastening the rail on the tie-plate by clamps by resilient steel clips
    • E01B9/486—Fastening the rail on the tie-plate by clamps by resilient steel clips the clip being a shaped plate
    • 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
    • E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails

Definitions

  • the invention relates to a method for producing a fixed track for rail vehicles, wherein on a support layer prefabricated supports are laid, forming the bases for the rails, which are already passable in the rough state of the fixed carriageway and supported along rail mounting on the supports and set up according to which a track support plate made of hydraulically bound binder is installed on the support layer.
  • Such a method is for example from the CH 695 568 A5 known.
  • this method makes it possible to drive the track under construction, for which prefabricated track sleepers equipped with sleepers are laid at the point of installation on supports which are fixed in their adjusted position with fast-setting concrete. After introducing the filled concrete to just below the threshold underside, the fine adjustment of the track takes place, after which the entire track grid is poured. After pouring the thresholds to the curing of the binder, however, the track can not be traversed by trains, since the embedded in fresh concrete and attached to the rails sleepers must not be exposed to shocks to avoid subsidence of the thresholds and thus a qualitatively appropriate embedding the sleepers is guaranteed in the concrete.
  • the rail is embedded with rail fastening stools in the ground and held in the later stages of construction or fixed on the basis of this stool in the final position, in the then again the road surface, which embeds the two rails on both sides, is produced.
  • WO 2005 001 203 A1 According to another known method ( WO 2005 001 203 A1 ) are provided with mounting plates and fasteners, namely screws and dowels, rails on a previously concreted support plate, are provided in the recesses for the fastening means, and finely adjusted, after which the recesses are poured in the area around the mounting plates, whereby the dowels in the Fixing plate to be fixed.
  • One Driving the rails is also not possible until the binder has hardened to ensure a good hold of the dowels.
  • the invention is therefore the object of a method for producing a fixed track for rail vehicles in such a way that a possible rapid and cost-effective construction of a track with exactly adjusted in their spatial position rails is possible.
  • the invention solves this problem in that the rail mounting plates supported on the supports rails are provided with dowels for rail mounting on the track plate at a distance from Schienenbefest whysplattenunterseite that in further steps on the support layer, the track plate of hydraulically bonded binder is installed at a distance from the rail mounting plate underside wherein the dowels are at least largely cast in the track plate, that then solved the connection between the rail mounting plate and the distance to the Schienenbefest onlysplattenunterseite arranged dowels for mechanical decoupling of rails and track plate until sufficient curing of the hydraulically bonded binder is and then that the rails are set after a final fine alignment with respect to their spatial position on the rail mounting plates on the track plate and underpoured with a potting compound.
  • the invention has the advantage over the prior art that the rail fastening takes place via rail fastening plates which are already preassembled on the rails and which can remain on the rails after the rails have been displaced on the supports until the track has been completed.
  • the rail mounting plates and possibly the supports form track units combined to form laying units, which are successively placed on the support layer in position and interconnected or welded.
  • These rail mounting plates need not be dismantled until the completion of the track with the new method.
  • these plates are cheaper in terms of weight and size, which allows easier handling of the track yokes or a greater range of hoists and cranes used today due to the reduced weight, as can be dispensed with these conventional sleepers or track stool.
  • the rails After curing of the concrete, the rails with respect to their position, in particular their altitude, for example by means of wedges od. Like. Be corrected before the rails after final setup respect. Their spatial location on the track plate with the rail mounting plate attached to the previously embedded dowels and then be poured with a potting compound.
  • Another significant advantage of the method according to the invention is that the track for concreting the track plate only needs to be directed to approximately ⁇ 10 mm in height. By concentrating on the direction, the straightening process can be carried out quickly. This is because a correction between the curing of the track slabs and the final introduction of the potting compound is still possible. If necessary, the rails can also be replaced by rails of greater length, if this is necessary, before the track is set up exactly.
  • the rails should be supported at least until hardening of the potting compound including rail fastening plates by means of adjusting devices on the support layer.
  • Hardwood wedges or lateral struts for the adjacent street banquet come into question as adjusting devices.
  • Correspondingly secured rails can easily be used by rail vehicles at walking speed.
  • a device for fastening rails to a track base plate for a fixed carriageway for rail vehicles with a fastened on the one hand to the rail and on the other hand anchored in the track plate rail fastening plate, as they can be used in particular in a method of the type described, is characterized according to the invention characterized in that the rail mounting plate on the one hand an insertable into a mounting hole of the rail mounting plate guide screw, which penetrates a arranged on the rail mounting plate bottom spacer and engages in a dowel, and on the other hand a mounting bolt belonging to the guide screw and spacer preferably via an inserted into the mounting hole eccentric sleeve engages in the dowel.
  • a device which can remain on the rails during track mounting, since after aligning the tracks, the guide screw and the spacer fix the dowel exactly in its predetermined position until the track slab made of concrete has their corresponding to solve the lead screw green strength. Then spacers and screws are removed, after which a clean decoupling between rail mounting plate and track plate is guaranteed.
  • the mounting screws are inserted into the mounting holes and screwed into the associated dowels.
  • the fastening screw is inserted via an eccentric sleeve in the mounting hole. As a result, even small manufacturing tolerances can be compensated.
  • the adjustment of the track in its altitude is yes by appropriate subdivision and pouring with a potting compound.
  • the rail mounting plates have transversely to the rail longitudinal direction aligned guides for rail jaws and laterally of the guide at least form a tab in which the mounting holes are provided.
  • This shallow, little space-requiring rail mounting plates are created, which allow as a result of the guide at later times nor a simple correction of the track with respect to its lateral position.
  • the rail fastening plate according to the invention is characterized in particular by its low in track axis Width off. Furthermore, it hinders the casting of the track with potting compound and future repairs in any way.
  • the rails 4 together with rail mounting plates 5 are supported on the supports 2, the rail mounting plates 5 carry dowels 6 for rail mounting on a track plate 7.
  • the track plate 7 is hydraulically bonded binder, in particular concrete, installed at a distance from the rail mounting plate underside on which the track plate 7, the dowels 6 at least for the most part are cast on the support layer 3.
  • the device for carrying out the method according to the invention comprises a device for rail mounting on a track plate 7 for a solid track for rail vehicles with a fastened on one hand rail 4 and on the other hand anchored to the Gleitragplatte 7 rail mounting plate 5.
  • This rail mounting plate 5 takes in a mounting hole 10 alternately one Inserted into the mounting hole 10 guide screw 11, which projects through a spacer bushing 12 and engages in a dowel 6 ( Fig. 1 , right side), or a fastening screw 9, which is inserted via an eccentric sleeve 13 in the mounting hole 10 and engages in the dowel 6 ( Fig. 1 , left side).
  • the rail mounting plate 5 also includes transversely to the rail longitudinal direction aligned guides 14 for rail jaws 15 which are screwed to the rail mounting plate 5.
  • the side of the guide 14 each have a tab 16 is formed on the rail mounting plate 5, in which the mounting holes 10 are provided for the mounting screws 9 and guide screws 11.
  • the dowels 6 are fixed by means of the guide screws 11 with the interposition of the spacers 12 to the rail mounting plates 5.
  • the guide screws 11 are inserted from above into the mounting holes 10 of the rail mounting plates 5, the spacers 12 pushed from below onto the guide screws 11 and the dowel 6 with preferably a thread attached to the guide screw.
  • This assembly process can be done easily and efficiently at the construction site. Due to the clamping action of dowel 6 and guide screw 11 against the rail mounting plate 5, the dowel 6 is always kept stable in its exact position. The track is then adjusted in height to ⁇ 10 mm in its longitudinal direction to about ⁇ 2 mm nominal position.
  • the hydraulic binder, the concrete, the track plate 7 to about 10 mm below the top edge dowel or 10 mm below the bottom edge spacer 12 is installed ( Fig. 4 ).
  • the dowels 6 are embedded in the track plate 7. Due to the free space of around 35 mm between the rail mounting plate underside and the track slab surface, it is possible to smooth out the concrete with a trowel.
  • the flatness of the concrete of the track plate 7 on the surface no particularly high demands are made, as the final track in a row is still fixed against the track plate 7 on the dowels 6 and is poured with a potting compound 8. This allows very high concreting rates in the short hours available.
  • the guide screws 11 are released, the dowel 6 optionally pressed a little more in the fresh concrete and the spacer 12 removed by pulling out side between track plate 7 and rail mounting plate 5 ( Fig. 5 ).
  • This operation can be carried out without any change in the track position. Then there is the possibility to resume traffic, while the concrete is only 1 to 2 hours old.
  • the dowels 6 can now in the next few hours and days embedded in the track plate 7 without vibrations or movements from the outside, whereby an optimal fit of the dowels 6 in the track plate 7 and a homogeneous quality of the track plate 7 is guaranteed.
  • the track is decoupled from the ground, so that lateral movements or longitudinal movements of the track in the sequence of thermal stresses do not affect the quality of the hardening track plate 7.
  • Eccentric sleeves 13 used which allow a lateral correction of about ⁇ 7 mm.
  • This type of jaws 15 also makes it possible to install with the same system different rails, in particular with different rail foot widths in increments of 2 mm.
  • a permanent formwork 18 for the potting compound 8 for example, made of concrete and the adjusted track by completely basing the rail 4 with the potting compound 8, in particular cast asphalt, in position and height finally fixed ( Fig. 6 and 8th ).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Road Paving Structures (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Automobile Manufacture Line, Endless Track Vehicle, Trailer (AREA)

Claims (5)

  1. Procédé pour fabriquer une voie ferrée (1) sans ballast, pour des véhicules ferroviaires, des semelles (2) préfabriquées étant posées sur une couche support (3), les semelles formant des points d'appui pour les rails (4), déjà praticables lorsque la voie ferrée sans ballast est à l'état de construction brut et soutenus, avec la fixation de rail, sur les semelles (2), et équipés, à la suite de quoi une plaque support de voie (7), composée d'un liant lié hydrauliquement, est placée sur la couche support (3), les plaques de fixation de rail (5) des rails (4) soutenus sur les semelles (2) étant munies de chevilles (6) pour la fixation des rails sur la plaque support de voie (7), à distance de la face inférieure de plaque de fixation de rail et, en des étapes opératoires subséquente, la plaque support de voie (7), composée de liant lié hydrauliquement, étant placée sur la couche support (3), à distance de la face inférieure de plaque de fixation de rail, les chevilles étant, au moins pour leur plus grande partie, scellées dans la plaque support de voie (7), caractérisé en ce que à liaison entre la plaque de fixation de rail (5) et les chevilles (6), disposées à distance de la face inférieure de plaque de fixation de rail, est relâchée pour obtenir le désaccouplement mécanique entre rails (4) et plaque support de voie (7) jusqu'au durcissement suffisant du liant lié hydrauliquement, et en ce que, ensuite, les rails (4), après savoir subi un alignement fin ultime de leur position spatiale, sont fixés sur la plaque support de voie (7) par l'intermédiaire des plaques de fixation de rail (5) et scellés par le dessous, avec une masse de scellement (8).
  2. Procédé selon la revendication 1, caractérisé en ce que les rails (4) sont posés de manière à pouvoir effectuer un débattement au moins sensiblement librement entre les semelles (2), à partir du moment du desserrement de la liaison entre plaque de fixation de rail (5) et cheville (6) jusqu'au durcissement suffisant du liant lié hydrauliquement.
  3. Procédé selon la revendication 1 ou 2, caractérisé en ce que les rails (4), les plaques de fixation de rail (5) et, le cas échéant, les semelles (2) forment des unités de pose regroupées en tronçons de voie, mises en position les uns après les autres sur la couche support (3) et reliés entre eux, respectivement soudés ensemble.
  4. Procédé selon l'une des revendications 1 à 3, caractérisé en ce que, après une pose d'un tronçon de voie, les rails (4) subissent une correction quant à leur position, en particulier leur position latérale, avant que la plaque support de voie (7) soit intégrée.
  5. Procédé selon l'une des revendications 1 à 4, caractérisé en ce que, au moins jusqu'au durcissement de la masse de scellement (8), les rails (4), avec des plaques de fixation de rail (5), sont soutenus sur la plaque support de voie (7) à l'aide de dispositifs de réglage.
EP07014775A 2006-07-28 2007-07-27 Procédé pour fabriquer une voie ferrée sans ballast Not-in-force EP1882777B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AT0128406A AT503599B1 (de) 2006-07-28 2006-07-28 Verfahren zum herstellen einer festen fahrbahn für schienenfahrzeuge

Publications (2)

Publication Number Publication Date
EP1882777A1 EP1882777A1 (fr) 2008-01-30
EP1882777B1 true EP1882777B1 (fr) 2010-11-24

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ID=38610592

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07014775A Not-in-force EP1882777B1 (fr) 2006-07-28 2007-07-27 Procédé pour fabriquer une voie ferrée sans ballast

Country Status (3)

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EP (1) EP1882777B1 (fr)
AT (2) AT503599B1 (fr)
DE (1) DE502007005731D1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160061549A (ko) * 2014-11-21 2016-06-01 빌트원 주식회사 베이스플레이트용 궤광조립대

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010020801B4 (de) 2010-05-18 2013-03-14 Wirthwein Ag Schienenbefestigung
DE102011108093B4 (de) * 2011-07-19 2020-03-05 Siemag Tecberg Gmbh Fertigteilfahrbahn für Schrägförderanlage für Bergbautrucks
CN109879166A (zh) * 2019-03-09 2019-06-14 中国水利水电第五工程局有限公司 一种用于大型门吊十字型交叉轨道的快速变轨装置
AT525562B1 (de) * 2022-02-04 2023-05-15 Porr Bau Gmbh Gleisanordnung und Gleisanordnungssystem

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1577384A (en) * 1924-10-23 1926-03-16 Stoye Lothar Railway tie and rail-securing means
DE10000227A1 (de) 1999-03-19 2000-10-19 Gsg Knape Gleissanierung Gmbh Verfahren zur Herstellung einer festen Fahrbahn für Schienenfahrzeuge und Richtsystem zur Verwendung bei einem solchen Verfahren
AT500982B8 (de) * 2003-04-23 2007-02-15 Rte Technologie Gmbh Verfahren zum verlegen eines gleisstranges einer festen fahrbahn
DE10328895A1 (de) * 2003-06-26 2005-01-20 Rte Technologie Gmbh Verfahren zum Herstellen einer Gleisfahrbahn für Schienenfahrzeuge
DK1528151T3 (da) * 2003-10-31 2008-01-21 Stadt Zuerich Verkehrsbetr E Z Fastgörelsesanordning til skinner
AT7942U3 (de) * 2005-06-02 2006-07-15 Vae Gmbh Einrichtung zum festlegen variabler schienenbefestigungen

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160061549A (ko) * 2014-11-21 2016-06-01 빌트원 주식회사 베이스플레이트용 궤광조립대

Also Published As

Publication number Publication date
AT503599A4 (de) 2007-11-15
AT503599B1 (de) 2007-11-15
EP1882777A1 (fr) 2008-01-30
ATE489503T1 (de) 2010-12-15
DE502007005731D1 (de) 2011-01-05

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