EP0736122B1 - Traverse - Google Patents

Traverse Download PDF

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Publication number
EP0736122B1
EP0736122B1 EP95905577A EP95905577A EP0736122B1 EP 0736122 B1 EP0736122 B1 EP 0736122B1 EP 95905577 A EP95905577 A EP 95905577A EP 95905577 A EP95905577 A EP 95905577A EP 0736122 B1 EP0736122 B1 EP 0736122B1
Authority
EP
European Patent Office
Prior art keywords
sleeper
reinforcement
sleeve
threshold
extending
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
EP95905577A
Other languages
German (de)
English (en)
Other versions
EP0736122A1 (fr
Inventor
Erich Nuding
Hans-Ulrich Dietze
Alfred Kais
Hubertus Höhne
Peter Schultz
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.)
Voestalpine Turnout Technology Germany GmbH
Original Assignee
Voestalpine BWG GmbH
Butzbacher Weichenbau GmbH
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
Priority claimed from DE19934344253 external-priority patent/DE4344253A1/de
Priority claimed from DE19944443401 external-priority patent/DE4443401A1/de
Application filed by Voestalpine BWG GmbH, Butzbacher Weichenbau GmbH filed Critical Voestalpine BWG GmbH
Publication of EP0736122A1 publication Critical patent/EP0736122A1/fr
Application granted granted Critical
Publication of EP0736122B1 publication Critical patent/EP0736122B1/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
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/32—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement
    • 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
    • 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
    • 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 threshold for placing on a substantially flat base, in particular intended for a solid roadway, preferably with Document-side recesses, at least in some areas with a both adhering to or attaching to the base as well as to the threshold Potting compound can be filled, the threshold over at least one Recess of the threshold penetrating spindle element is adjustable in height one recess that runs through the threshold from the top to the bottom extends, and comprises a nut or equivalent element secured against rotation in the recess.
  • a track superstructure with rail sleepers and ballast shows despite various improvements in particular in the speed range of more than 200 km / h technical limits, so that more and more on the construction of a solid roadway with stable, stiff sleeper bearings.
  • a height adjustment can be made within the threshold Spindles take place.
  • a threshold of the type mentioned can be found in DE 40 37 849 A1.
  • the height of the threshold is adjustable and extends over the height of the threshold a guide bush penetrated by a spindle, in which a threaded sleeve is anchored to which the spindle is rotatable.
  • Reinforcement transverse reinforcement
  • the sleepers are transverse to their longitudinal direction pierced to then pull the reinforcement through. Then will shed the threshold, with the sealing compound running above the reinforcement got to.
  • the reinforcement becomes an integral part of the threshold, so that an exchange of these is not possible without destroying the reinforcement.
  • these must be introduced at a relatively large distance from the sole. this has with the result that the threshold must be poured in quite high.
  • the present invention is based on the problem of a threshold of the beginning to provide the type mentioned, which can be securely attached to the base and can easily absorb lateral forces.
  • a partial aspect of the invention also targets easy assembly and alignment both horizontally and vertically Direction down. Furthermore, there should be the possibility of using simple aids Remove the threshold from the base.
  • the present invention addresses the problem of a threshold in particular to further develop concrete sleepers for a solid carriageway, that simple reinforcement of several successive sleepers, especially those of a switch with reinforcement running in the longitudinal direction of a track can take place without a possible weakening at the threshold leading processing is necessary. An exchange should also take place if necessary a threshold can occur without the reinforcement itself being destroyed.
  • the problem is essentially solved in that the Spindle element passes through an upper and a recess a lower section of different cross-sections that at least partially a first sleeve of the locker element extends in the lower section, which is connected to an element supported on the base and from which an at least partially extending in the upper section, rotatable to the trained first sleeve formed second sleeve, which in the supported on the step secured against rotation Mother engages or an equivalent element.
  • the threshold can consequently be raised or lowered by turning the upper sleeve be so that vertical alignment is possible.
  • This measure further ensures that problem-free solving of the Threshold can also occur if the recesses are cast under; because when turning the second sleeve and an associated raising of the threshold this is automatically lifted off the surface like the road.
  • the locker element preferably comprises a support that is supported on the base Plate arranged in a cavity of the threshold and from walls of the Chamber is surrounded on the circumference. This measure ensures that when pouring the threshold potting material not in the chamber can reach.
  • the Plate has a peripheral edge extending into the cavity, wherein the height of the edge is at least equal to the maximum through the spindle element enabling stroke.
  • the spindle plate preferably has a rectangular shape, so that consequently the Walls delimiting the chamber also form a rectangular shape.
  • the problem is also solved by a threshold that successive Thresholds over a track extending from the sleepers Reinforcement in the form of preferably reinforcing bars such as round steel can be connected are, with the reinforcement below the threshold extending from the threshold outgoing fasteners is held.
  • the reinforcement does not run within the threshold, but below this, so that after completion of the Threshold bores or the like are not required.
  • the threshold is cast in separately from the reinforcement only necessary to the extent that the required fixing is guaranteed.
  • the reinforcement is detachably connected to the fastener, so that consequently, a threshold can be exchanged without damaging the reinforcement becomes.
  • the attachment starts from a plate element from which can be supported on the base, via which the threshold to the base is adjustable. With these measures, the reinforcement runs at a defined distance to the pad.
  • the plate element on its side facing the weld can Side recordings in the form of open bearings or closed brackets exhibit.
  • the former offers the possibility that a subsequent attachment of the Reinforcement of how round steel is possible on the plate element.
  • This embodiment also has the advantage that the threshold can be replaced can without removing the plate element and the reinforcement emanating from it Need to become.
  • a proposed solution provides that the fastener from one of the threshold penetrating screw or spindle element and to the bottom of the threshold distance is variable.
  • the fastener is anchored in the threshold and is preferably based on a rebar.
  • the fastener can a sleeve-like or clip-like receptacle for the successive Have reinforcement connecting thresholds.
  • the attachment can also be a U-shaped sheet metal element, the cross leg of which along a nut of a screw connection arranged inside the threshold such as Push-through fitting extends and the side leg of the threshold on the sole side enforce and have openings for the reinforcement. According to this suggestion becomes the one already available for attaching a ribbed plate or a sliding chair Push-through fitting used to anchor the attachment of the To serve reinforcement.
  • FIGS. 1, 3 and 9 in which basically the same elements are provided with the same reference numerals, longitudinal or cross sections of concrete sleepers (10) are shown, which are intended for a solid roadway.
  • the concrete sleepers (10) shown in FIGS. 1, 3 and 9 are cast in a concrete trough (12) with filler concrete (14).
  • Other possibilities for fixing the position of the concrete sleeper (10) are also given.
  • the concrete sleeper (10) can be used on concrete slabs lie on.
  • the concrete sleeper (10) can be made into a via a spindle element (16) Pad, which is not shown, can be adjusted in height.
  • the concrete sleeper (10) has a structuring on the underside which corresponds to the Filling concrete (14) or other pouring material is filled to a positive fit ensure that the threshold (10) moves when there are transverse forces acting on it excludes.
  • the concrete sleeper (10) has reinforcing bars running in its longitudinal direction, which are provided with the reference numerals (18) and (20) by way of example.
  • a through is attached a round bar (26) formed reinforcement by means of a bracket (28) in the concrete sleeper (10) is poured.
  • the bracket (28) is placed on two round steels (18), (20) the longitudinal reinforcement of the concrete sleeper (10), which run in one plane, which extends parallel to the sole (24).
  • the U-shaped bracket (28) has side leg end sections running parallel to the sole (24) (32) and (34), which are transverse to the longitudinal direction of the concrete sleeper (10) run and with the round steel (26) in the usual way such as through Welding or connecting with wire.
  • the reinforcements (36) are attached to a plate (40), which is part of the spindle element (16) is.
  • the spindle element (16) for height adjustment of the concrete sleeper (10) passes through a recess (42) in the concrete sleeper (10) and comprises a cylindrical upper section (44) and a cylindrical lower section (46). Of the lower section (46) is larger on average than the upper section (44), so that a step (48) runs between them.
  • a sleeve (50) goes from the plate (40) from which extends into the lower section (46) through the recess (42).
  • the threshold (10) itself is anchored Bolts or a screw (58) available, which passes through the upper sleeve (52) and with its external thread and one embedded in the inner wall of the lower sleeve (50) Internal thread interacts.
  • the bolt (58) provides a positive connection Connection between the threshold (10) and the pouring compound via the cast Backing plate (60) or the reinforcement (74).
  • the head of the bolt (58) lies after his Tighten on the threshold (10) and at the same time closes the opening (42).
  • Corresponding receptacles (64) and (66) are also provided for the reinforcements (38).
  • a plate (68) required for this is not part of a spindle element, but only fixed in position with the aid of a bolt (70) to the concrete sleeper (10).
  • the bolt (10) is preferably tightened to such an extent that the upper sides of the U-shaped elements (60) and (62) on the underside of the concrete sleeper (10) issue.
  • the plate (68) a sleeve (72) with an internal thread, in which the bolt (70) engages.
  • the locker element (16) also serves as an attachment for a reinforcement (74) which, however, penetrates the lower sleeve (50) itself, see above that additional recordings are not required.
  • the opening for the bolt (78) and one for the nut (80) Cavities are preferably lined with a plastic part (82) which also serves as an anti-twist device.
  • a U-shaped element such as sheet metal part (84) is now provided, which with its cross leg (86) along the top of the nut (80) runs, whereas its side legs (88) and (90) extend to the bottom of the Extend concrete sleeper (10) and have openings to the reinforcement (76) to record.
  • Fig. 8 fastenings (92) and (94) for a transverse reinforcement (96) are shown, the are cast in with the longitudinal reinforcements (18), (20) of the concrete sleeper (10).
  • the Fastenings (92), (94) form sleeve-like receptacles (98), (100) for the reinforcement and are placed on the round steels (18), (20) in the manner of clips.
  • a corresponding fastening (94) can also be seen in FIG. 9 (left side).
  • a transverse reinforcement (102) in a preferably plastic section (104) to fix the part of the anti-rotation the nut (54) of the spindle assembly (16).
  • reinforcements (106) and (108) also placed on bearings (107) and (109) open towards the concrete sleeper (10) the reinforcements by tightening the plate (68) by means of the bolt (70) (106) and (108) between the underside of the concrete slab (10) and the U-shaped ones Clamp bearings (107) and (109).
  • Fig. 10 is a side view and partly in section, which is preferably made of concrete existing threshold (110), which in the exemplary embodiment consists of two sections (112) and (114), which are rigidly connected to one another via a plate (116) are.
  • the threshold (110) lies on a paved surface as a base (118) such as an asphalt surface or one or more concrete slabs.
  • the threshold (110) points in the area outside of the spindle elements described below and corresponding to FIGS. 3 and 4 (120), (122) and (124), (126) perpendicular to the longitudinal direction of the threshold (110) running ribs, two of which are purely exemplary with the reference numerals (128) and (130) are provided. If the threshold (110) is a concrete threshold, it acts the ribs (128) and (130) are concreted.
  • the surfaces (132) and (134) of the ribs (128) and (130) run in one plane, so that when the threshold (110) is set in the plane of Document (118) from the threshold (110) a straightening machine can be picked up can. This makes it possible to easily walk along the threshold (110) align the pad (118).
  • the ribs (128) and (130) delimit recesses (136) on the underside of the threshold (110) accessible from the long side. This gives the opportunity that the recesses (138) with a potting material such as concrete potting or asphalt potting can be underpoured to create a connection between the threshold (110) and the roadway (118). The potting compound consequently causes a positive connection between the threshold (110) and the roadway (118).
  • the spindle elements (120), (122), (124) and (126) in the threshold (110) penetrating recesses (138) are arranged such that they are adjustable in height by Actuating the spindle elements (120), (122), (124) and (126) in the described below Kind of raising and possibly lowering the threshold (110) can.
  • the recess (128) comprises a cylindrical upper section (140) and one cylindrical lower section (142).
  • the lower section (142) is in diameter larger than the upper section (140), so that there is a step between them (144) trains. It is also one in diameter compared to the lower section (142) even larger bottom section (146) is provided by a bottom Chambering of the threshold (110) is formed.
  • a spindle plate (148) Adapted to the recess (146) is a spindle plate (148) which has a rectangular geometry in the exemplary embodiment, to form an anti-rotation device.
  • the spindle plate (148) have a peripheral edge, not shown, which extends along the inner wall the chamber (146) extends.
  • the chambering (146) is made by a concrete sleeper (110) Top view of rectangular concrete (150) limited.
  • a sleeve (152) extends from the spindle plate (148) and extends into the lower section (142) of the opening (144) extends.
  • the upper sleeve (154) has an external thread onto which a nut (162) is screwed on which the step (144) rests on the one hand and which is secured against rotation on the other is, so that by turning the upper sleeve (154) a raising or lowering Threshold (110) takes place.
  • a safety bolt (160) is provided, which through the upper sleeve (154) and with its external thread with one in the inner wall the lower sleeve (152) interacts with the internal thread. Of the After tightening, the head of the bolt (160) lies on the top (158) of the Threshold (110) and at the same time closes the opening (138).
  • the threshold (110) has the same structure as the spindle elements (120) and (122) on.
  • the rigid connection goes from the spindle elements (124) and (126) (116) to rigidly tie the threshold sections (112) and (114) together couple.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Devices For Conveying Motion By Means Of Endless Flexible Members (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Liquid Crystal (AREA)
  • Acyclic And Carbocyclic Compounds In Medicinal Compositions (AREA)
  • Control Of El Displays (AREA)
  • Road Paving Structures (AREA)

Claims (19)

  1. Traverse (10, 110) à poser sur un soubassement (118) essentiellement plan, destinée en particulier à une voie fixe, comportant de préférence des découpes (136) situées en dessous du soubassement et qui, au moins par zones, peuvent être remplies d'une pâte de coulée adhérant aussi bien au soubassement qu'à la traverse ou se reliant à eux, la traverse étant ajustable en hauteur par au moins un élément fileté (16, 120, 122, 124, 126) traversant une découpe (42, 138) de la traverse, lequel élément fileté s'étend dans une découpe (42, 138) traversant la traverse depuis sa face supérieure (154) jusqu'à sa face inférieure et comporte un écrou ou élément (54, 162) agissant de manière similaire bloqué en rotation dans la découpe, caractérisée en ce que la découpe (42, 138) traversée par l'élément fileté (16, 120, 122, 124, 126) comporte une partie supérieure et une partie inférieure (44, 46, 140, 142) de section transversale différente, qui se raccordent l'une à l'autre par un gradin (48, 144), en ce qu'une première douille (50, 152) de l'élément fileté s'étend au moins partiellement dans la partie inférieure, est reliée à un élément (60, 148) s'appuyant sur le soubassement (118), et de cette première douille part une deuxième douille (52, 154) configurée de manière à pouvoir tourner par rapport à la première douille et s'étendant au moins partiellement dans la partie supérieure, laquelle deuxième douille s'engage dans l'écrou (54, 162) bloqué en rotation ou dans un élément agissant de manière similaire et s'appuyant sur le gradin.
  2. Traverse selon la revendication 1, caractérisée en ce que l'élément s'appuyant sur le soubassement (118) est un élément en plaque (60, 148) qui peut être placé dans une chambre (146) de la traverse (110) située du côté du soubassement et qui se prolonge en la partie inférieure (142) de la découpe (136) traversée par l'élément fileté (16, 120, 122, 124, 126).
  3. Traverse selon les revendications 1 ou 2, caractérisée en ce que l'élément en plaque (148) est entouré à sa périphérie par des parois (150) de la chambre, ou présente un bord périphérique s'étendant le long de la paroi intérieure de la chambre (146).
  4. Traverse selon au moins l'une des revendications précédentes, caractérisée en ce que les parois délimitant la chambre (146), par exemple des parois bétonnées (150), forment un rectangle.
  5. Traverse selon au moins l'une des revendications précédentes, caractérisée en ce que les surfaces libres (132, 134), tournées vers le soubassement (118), des parois (150) et d'une structuration (128, 130), par exemple des nervures, de la face de la traverse (10, 110) située du côté du soubassement, s'étendent dans un plan.
  6. Traverse selon au moins l'une des revendications précédentes, caractérisée en ce que la deuxième douille (52, 154) s'étendant dans la partie supérieure (44, 144) présente un diamètre intérieur plus grand que la première douille (50, 152), qui présente un filet sur sa paroi intérieure.
  7. Traverse selon au moins l'une des revendications précédentes, caractérisée en ce que pour le verrouillage de l'élément fileté (16, 120, 122, 124, 126), un boulon fileté (58, 160) s'appuyant dans le haut sur la traverse (10, 110) peut être vissé dans la première douille (50, 152).
  8. Traverse selon au moins l'une des revendications précédentes, caractérisée en ce que la traverse (110) est de préférence constituée de parties (114) reliées rigidement l'une à l'autre.
  9. Traverse selon au moins l'une des revendications précédentes, caractérisée en ce que les découpes (136) sont délimitées par des nervures (128, 130) s'étendant perpendiculairement à l'axe longitudinal de la traverse, et sont accessibles par au moins un côté longitudinal de la traverse (110).
  10. Traverse selon la revendication 9, caractérisée en ce que la pâte de coulée relie la traverse (110) au soubassement (118) en correspondance géométrique.
  11. Traverse (10) selon au moins l'une des revendications précédentes, caractérisée en ce que des traverses successives peuvent être reliées par l'intermédiaire d'une armature (26, 36, 38, 60, 76, 96, 102, 106, 108) s'étendant dans la direction de la voie et sortant des traverses et se présentant de préférence sous la forme de fers d'armature tels que des barres rondes, l'armature s'étendant en dessous de la traverse (10) étant retenue par les éléments de fixation (28, 50, 64, 66, 88, 90, 92, 94, 104, 107, 109) débordant de la traverse.
  12. Traverse selon la revendication 11, caractérisée en ce que l'armature (36, 38, 60, 76, 96, 102, 106, 108) est reliée de manière libérable à la fixation (50, 64, 66, 88, 90, 92, 94, 104, 107, 109).
  13. Traverse selon les revendications 11 ou 12, caractérisée en ce que des armatures longitudinales (18, 20) de la traverse en béton (10) s'étendant dans un plan de préférence parallèle à la face inférieure des traverses, sort un étrier (28) en forme de U présentant des parties (32, 34) de bras latéraux s'étendant parallèlement ou sensiblement parallèlement à la face inférieure des traverses, et servant de fixation pour l'armature (26) s'étendant dans la direction longitudinale de la voie.
  14. Traverse selon au moins l'une des revendications 11 à 13, caractérisée en ce que la fixation (50, 64, 66) part d'un élément en plaque (40, 68) s'appuyant sur le soubassement (118).
  15. Traverse selon la revendication 14, caractérisée en ce que l'élément en plaque (40, 68) présente sur sa face tournée vers la traverse (10) la fixation qui se présente sous la forme de supports ouverts (107, 109) ou de logements (64, 66) en forme de douille ou de tube.
  16. Traverse selon au moins l'une des revendications 11 à 15, caractérisée en ce que la fixation part de l'élément en vis ou en tige filetée (16, 70) traversant la traverse (10), et sa distance à la face inférieure de la traverse (10) peut être modifiée.
  17. Traverse selon au moins l'une des revendications précédentes, caractérisée en ce que la fixation (28, 92, 94) est ancrée dans la traverse (10) et part de préférence d'une armature longitudinale (18, 20).
  18. Traverse selon au moins l'une des revendications précédentes, caractérisée en ce que la fixation (94, 96) présente un logement en forme de douille ou de bride pour l'armature (96).
  19. Traverse selon au moins l'une des revendications précédentes, caractérisée en ce que la fixation (88, 90) est un élément (84) en forme de U dont le bras transversal s'étend le long de l'écrou, disposé à l'intérieur de la traverse (10), d'une tige filetée telle qu'une tige filetée (78) de traversée, et ses bras latéraux (88, 90) traversent la traverse du côté du sol et présentent des passages pour l'armature (76).
EP95905577A 1993-12-23 1994-12-22 Traverse Expired - Lifetime EP0736122B1 (fr)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE19934344253 DE4344253A1 (de) 1993-12-23 1993-12-23 Schwelle
DE4344253 1993-12-23
DE19944443401 DE4443401A1 (de) 1994-12-07 1994-12-07 Schwelle
DE4443401 1994-12-07
PCT/EP1994/004284 WO1995017552A1 (fr) 1993-12-23 1994-12-22 Traverse

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP98103428 Division 1998-02-27

Publications (2)

Publication Number Publication Date
EP0736122A1 EP0736122A1 (fr) 1996-10-09
EP0736122B1 true EP0736122B1 (fr) 1998-09-16

Family

ID=25932444

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95905577A Expired - Lifetime EP0736122B1 (fr) 1993-12-23 1994-12-22 Traverse

Country Status (6)

Country Link
EP (1) EP0736122B1 (fr)
AT (1) ATE171230T1 (fr)
AU (1) AU1414495A (fr)
DE (1) DE59406942D1 (fr)
FI (1) FI962578A (fr)
WO (1) WO1995017552A1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1294571B1 (it) * 1997-05-13 1999-04-12 Mecno Srl Armamento di binario, in particolare per linee tranviarie, ferrotranviarie e metropolitane.
DE102005027758B3 (de) * 2005-06-15 2007-03-08 Rte Technologie Gmbh Verfahren für die Erneuerung eines mittels Schwellen in fester Fahrbahn verlegten Gleises sowie Heberichtschwelle zur Verwendung in dem Verfahren

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3539225A1 (de) * 1985-11-05 1987-05-14 Max Knape Gmbh & Co Fa Verfahren zum einbau eines gleisrosts
DE4037849C2 (de) * 1990-11-28 1994-11-10 Wirthwein Udo Vorrichtung zum Justieren von Eisenbahnschienen

Also Published As

Publication number Publication date
WO1995017552A1 (fr) 1995-06-29
AU1414495A (en) 1995-07-10
EP0736122A1 (fr) 1996-10-09
ATE171230T1 (de) 1998-10-15
FI962578A (fi) 1996-08-20
DE59406942D1 (de) 1998-10-22
FI962578A0 (fi) 1996-06-20

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