EP0794290B1 - Laterally adjustable elastic rail fastening - Google Patents

Laterally adjustable elastic rail fastening Download PDF

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Publication number
EP0794290B1
EP0794290B1 EP97101608A EP97101608A EP0794290B1 EP 0794290 B1 EP0794290 B1 EP 0794290B1 EP 97101608 A EP97101608 A EP 97101608A EP 97101608 A EP97101608 A EP 97101608A EP 0794290 B1 EP0794290 B1 EP 0794290B1
Authority
EP
European Patent Office
Prior art keywords
rail
base plate
plates
adjusting plates
rail foot
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
EP97101608A
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German (de)
French (fr)
Other versions
EP0794290A1 (en
Inventor
Joachim Dr.-Ing. Süss
Manfred Dipl.-Ing. Mahn
Karl-Heinz Dipl.-Ing. Feldhaus
Horst E. Steinfeld
Klaus Missfeldt
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.)
Fried Krupp AG Hoesch Krupp
Original Assignee
Fried Krupp AG Hoesch Krupp
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 Fried Krupp AG Hoesch Krupp filed Critical Fried Krupp AG Hoesch Krupp
Publication of EP0794290A1 publication Critical patent/EP0794290A1/en
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Publication of EP0794290B1 publication Critical patent/EP0794290B1/en
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
    • 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
    • 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
    • E01B9/483—Fastening the rail on the tie-plate by clamps by resilient steel clips the clip being a shaped bar

Abstract

The positioning plates (13) are adjustable via eccentrics connected to the baseplate (3) crossways to the rail direction. Tension clamps (7) hold down the rail foot (4) and support on the positioning plates. The tension clamps are epsilon-shaped and their middle parts engage over the rail foot with clearance. They are held down by a screw. The backs (23) of the tension clamps support in a groove (24) or against a bulge (25) of the positioning plates and their free ends (12) locate on the rail foot. In the area of both lateral loops of the tension clamp eccentric discs (15) positioned in the baseplate engage in holes (19) of the positioning plates.

Description

Die Erfindung betrifft eine seitenverstellbare federnde Schienenbefestigung nach dem Oberbegriff des Anspruchs 1.The invention relates to a side-adjustable resilient rail fastening according to the preamble of claim 1.

Insbesondere Schienenbefestigungen zum Einsatz auf festen Untergründen, wie Beton, Asphalt oder Brücken, erfordern die Notwendigkeit der Einstellbarkeit der Schienenlage in Querrichtung. Vorteilhaft ist auch die Möglichkeit der Einstellbarkeit der Schiene in der Höhenlage.In particular rail fastenings for use on solid surfaces, such as concrete, asphalt or bridges require the need for adjustability the rail position in the transverse direction. The possibility of is also advantageous Adjustment of the rail at high altitude.

Die DE AS 1 208 325 zeigt eine seitenverstellbare federnde Schienenbefestigung nach dem Oberbegriff der Ansprüche 1 und 2. Diese Schienenbefestigung wird vorrangig zur Befestigung von Kranschienen eingesetzt, die durch einen Längsträger unterstützt sind. Für den Einsatz von Gleisen mit Querschwellen weist diese Schienenbefestigung eine zu geringe Verspannung und Verdrehsteifigkeit auf.DE AS 1 208 325 shows a side-adjustable resilient rail fastening according to the preamble of claims 1 and 2. This rail fastening is primarily used for fastening crane rails are supported by a side member. For the use of tracks with Cross rails have this rail fastening too little tension and torsional rigidity.

Der Erfindung liegt die Aufgabe zugrunde, die vorbekannte Schienenbefestigung derartig weiterzubilden, daß eine größere Verspannung und Verdrehsteifigkeit erzielt wird.The invention has for its object the known rail fastening to further develop such that greater tension and torsional rigidity is achieved.

Diese Aufgabe wird erfindungsgemäß mit den Merkmalen des Anspruchs 1 und des Anspruchs 2 gelöst. Vorteilhafte Aus- und Weiterbildungen sind in den Ansprüchen 2 bis 9 beschrieben. This object is achieved with the features of claim 1 and of claim 2 solved. Advantageous training and further education are in claims 2 to 9 described.

Die mit der Erfindung erzielten Vorteile bestehen insbesondere darin, daß die Schienenbefestigung auch für den Einsatz bei Querschwellengleisen geeignet ist. Sie bringt jedoch auch beim Einsatz auf festen Stützpunkten den Vorteil, daß eine bessere Anlage an den Schienenfuß erzielt wird. Weiterhin vorteilhaft können die üblichen epsilonförmigen Spannklemmen eingesetzt werden, so daß die federnde Niederhaltung hinsichtlich Kraft und Weg insbesondere bei der Auflage der Schienen auf Brücken und sonstigen festen Bauwerken den Gegebenheiten des sich anschließenden Fahrweges entspricht.The advantages achieved by the invention are in particular that the Rail fastening also suitable for use with cross-sleeper tracks is. However, it also has the advantage of being used on fixed bases, that a better contact with the rail foot is achieved. Also advantageous the usual epsilon-shaped tension clamps can be used, so that the resilient hold-down in terms of force and travel in particular when the rails rest on bridges and other solid structures corresponds to the conditions of the adjoining route.

Ein Ausführungsbeispiel der Erfindung ist in der Zeichnung dargestellt und wird im folgenden näher beschrieben. Es zeigen

Fig. 1
einen Querschnitt durch Schiene und Schienenbefestigung,
Fig.2
die Draufsicht auf eine Seite der Schienenbefestigung,
Fig.3
die Draufsicht auf eine Seite einer alternativ ausgebildeten Schienenbefestigung und
Fig.4
die Ansicht einer Schienenbefestigung nach Fig. 3.
An embodiment of the invention is shown in the drawing and will be described in more detail below. Show it
Fig. 1
a cross section through rail and rail fastening,
Fig. 2
the top view of one side of the rail fastening,
Fig. 3
the top view of one side of an alternatively designed rail fastening and
Fig. 4
the view of a rail fastening according to Fig. 3rd

Eine Schienenbefestigung dient zum lösbaren Verbinden einer Schiene mit dem Untergrund. Dabei kann die Schiene gegenüber dem Untergrund auf einer festen Platte, festen Stützpunkten oder Querschwellen bzw. Längsträgern liegen. Bei der Darstellung des Ausführungsbeispiels werden diesbezüglich keine Ausführungen gemacht.A rail fastening is used to releasably connect a rail the underground. The rail can be compared to the ground on a solid plate, fixed bases or cross sleepers or longitudinal beams lie. In this regard, the representation of the exemplary embodiment no comments made.

Die Fig. 1 und 2 zeigen eine Schiene 1, die in einer in Schienenlängsrichtung verlaufenden Rinne 2 einer Grundplatte 3 liegt. Zwischen Schienenfuß 4 und Grundplatte 3 ist eine Unterlegplatte 5 angeordnet. Diese Unterlegplatte 5 dient in erster Linie dazu, daß die Schiene 1 federnd auf der Grundplatte 3 aufliegt. Durch Unterlegen unterschiedlich dicker Unterlegplatten 5 kann die Höhenlage der Schiene 1 eingestellt werden. 1 and 2 show a rail 1, which is in a longitudinal direction of the rail running channel 2 of a base plate 3 is located. Between rail foot 4 and Base plate 3, a base plate 5 is arranged. This washer 5 primarily serves that the rail 1 resiliently on the base plate. 3 lies on. By placing underlaying plates 5 of different thicknesses, the Height of rail 1 can be set.

In Fig. 2 sind Befestigungsbohrungen 6 dargestellt. Mittels nicht dargestellter, durch diese Befestigungsbohrungen 6 sich erstreckender Befestigungsschrauben, wie beispielsweise Schwellenschrauben, wird die Grundplatte 3 mit dem Untergrund, wie beispielsweise einer unterliegenden Querschwelle, verbunden. Zum federnden Niederhalten der Schiene 1 findet eine epsilonförmige Spannklemme 7 Verwendung. Ihr Mittelteil 8, der den Schienenfuß 4 mit Abstand übergreift und somit als Kippsicherung dient, wird durch eine mit der Grundplatte 3 verbundene Schraube 9 durchdrungen. Über eine Mutter 10 und eine Unterlegscheibe 11 wird die Spannklemme 7 gespannt, so daß die freien Enden 12 der Spannklemme 7 federnd mit Vorspannung auf dem Schienenfuß 4 aufliegen. Seitlich neben der Schiene 1 liegen Anstellplatten 13 auf der Grundplatte 3 auf und stützen den Schienenfuß 4 mit Anlageflächen 14 seitlich ab. Im Ausführungsbeispiel ragen diese Anlageflächen 14 nach unten in die Rinne 2 der Grundplatte 3. Die Rinne 2 ist so breit ausgebildet, daß eine Querverschiebung der Schiene 1 über die Anstellplatte 13 möglich ist. In Fig. 1 ist die äußerst rechte Lage der Schiene 1 in der Grundplatte 3 gezeigt. Die Seitenverschiebung und Fixierung der Seitenlage der Anstellplatte 13 und damit der Schiene 1 erfolgt über Exzenterscheiben 15, die im Bereich der nach oben freien Öffnungen der seitlichen Schlaufen 16 angeordnet sind. Aufgrund dieser Anordnung können die Exzenterscheiben 15 frei von oben eingestellt und verspannt werden. In Fig. 2 weisen die Exzenterscheiben 15 eine Stellung auf, die zur Mittellage der Schiene 1 in der Grundplatte 3 führt. Die Exzenterscheiben 15 greifen mit einem exzentrisch zur Mittelbohrung 17 angeordneten Scheibenmantel 18 in die entsprechenden Bohrungen 19 der Anstellplatte 13 ein. Ein Bund 20 übergreift die Anstellplatte 13. Die Exzenterscheiben 15 werden über Schraubenbolzen 21 mit der Grundplatte 3 verbunden. Im Ausführungsbeispiel wird eine normale Kopfschraube verwandt. Von oben dienen Muttern 22 zum Halten und Lagefixieren der Exzenterscheiben 15. In Fig. 2 mounting holes 6 are shown. By means of not shown through these mounting holes 6 extending mounting screws, such as sleeper screws, the base plate 3 with the subsurface, such as an underlying cross sleeper, connected. To hold the rail 1 resiliently, there is an epsilon-shaped one Clamp 7 use. Your middle part 8, the rail base 4th overlaps at a distance and thus serves as an anti-tipping device the base plate 3 connected screw 9 penetrated. About a mother 10 and a washer 11, the clamp 7 is tensioned so that the free ends 12 of the tension clamp 7 resilient with bias on the Place rail foot 4 on top. Adjustment plates are located to the side of the rail 1 13 on the base plate 3 and support the rail base 4 with contact surfaces 14 from the side. In the exemplary embodiment, these contact surfaces 14 project down into the groove 2 of the base plate 3. The groove 2 is so wide that a transverse displacement of the rail 1 over the positioning plate 13 is possible. In Fig. 1 is the extreme right position of the rail 1 in the base plate 3 shown. The lateral shift and fixation of the lateral position of the Adjustment plate 13 and thus the rail 1 takes place via eccentric discs 15, those in the area of the openings of the side loops 16 which are free upwards are arranged. Due to this arrangement, the eccentric discs 15 can be freely adjusted and tensioned from above. 2 have the eccentric discs 15 a position on the central position of the rail 1 in the Base plate 3 leads. The eccentric discs 15 engage with an eccentric to the center bore 17 arranged disk jacket 18 in the corresponding Bores 19 of the positioning plate 13. A collar 20 engages over the positioning plate 13. The eccentric discs 15 are screwed 21 with the Base plate 3 connected. In the embodiment, a normal cap screw related. From above, nuts 22 are used for holding and fixing the position the eccentric discs 15.

Die vom Schienenfuß 4 abgewandten Rücken 23 der Spannklemmen 7 stützen sich in einer Rille 24 und gegen einen Wulst 25 der Anstellplatte 13 ab. In Fig. 1 ist zur Übersichtlichkeit die Spannklemme 7 nur auf einer Seite der Schiene 1 dargestellt. Selbstverständlich muß auch eine Spannklemme 7 auf der anderen Seite vorgesehen werden.Support the back 23 of the tension clamps 7 facing away from the rail foot 4 in a groove 24 and against a bead 25 of the positioning plate 13. In Fig. 1 is the clamp 7 for clarity only on one side of the Rail 1 shown. Of course, a clamp 7 must also the other side.

Zur Montage der Schiene 1 können die Spannklemmen 7 seitlich so weit zurückgeschoben werden, so daß sich ein von oben freier Durchtritt der Schiene 1 in die Rinne 2 der Grundplatte 3 ergibt.To mount the rail 1, the tension clamps 7 can be pushed back as far sideways be, so that there is a free passage of the rail from above 1 in the groove 2 of the base plate 3 results.

In den Fig. 3 und 4 ist eine alternative Ausbildung der Schienenbefestigung entsprechend Anspruch 2 gezeigt, die für den Einsatz bei geringem seitlichen Lageausgleich der Schiene 1 vorgesehen wird. Die Schienenbefestigung ist wiederum auf einer Grundplatte 3 aufgebaut, die in der Mitte eine Schiene 1 trägt. Zwischen Schiene 1 und Grundplatte 3 ist eine Unterlegplatte 5 angeordnet.3 and 4 is an alternative embodiment of the rail fastening shown according to claim 2, for use with little lateral Position compensation of the rail 1 is provided. The rail attachment is again built on a base plate 3 which has a rail 1 in the middle wearing. A washer 5 is arranged between the rail 1 and the base plate 3.

Bei der Ausbildung entsprechend den Fig. 3 und 4 stützt sich die Spannklemme 7 jedoch mit ihrem Rücken 23 gegen einen Wulst 25 der Grundplatte 3 ab. Von daher ragt das Mittelteil 8 der Spannklemme 7 bei seitlichem Verschieben der Schiene 1 je nach Verstellage unterschiedlich weit über den Schienenfuß 4. Die Spannklemme 7 wird wiederum an ihrem Mittelteil 8 über eine Schraubverbindung bestehend aus Schraube 9, Unterlegscheibe 6 und Mutter 10 fixiert und verspannt. Die Schraube 9 ist bei dieser Ausbildung jedoch mit der Grundplatte 3 verbunden. Im Ausführungsbeispiel handelt es sich bei der Schraube 9 um eine Maschinenschraube mit einem Sechskantkopf. Der Kopf der Schraube wir in einem Schlitz der Grundplatte 3 geführt. Dieses ist aus den Zeichnungen im Detail nicht zu entnehmen.3 and 4, the tension clamp is supported 7, however, with its back 23 against a bead 25 of the base plate 3 from. Therefore, the middle part 8 of the tension clamp 7 protrudes when it is moved laterally the rail 1, depending on the adjustment position, differently above the Rail foot 4. The clamp 7 is in turn on its middle part 8 a screw connection consisting of screw 9, washer 6 and Mother 10 fixed and braced. The screw 9 is in this training, however connected to the base plate 3. It is in the exemplary embodiment screw 9 is a machine screw with a hexagon head. The head of the screw is guided in a slot in the base plate 3. This cannot be seen in detail from the drawings.

Die Grundplatte 3 weist eine zentrale Erhebung 26 auf, die sich in Richtung auf die Schiene 1 nicht bis an den Schienenfuß 4 erstreckt. Die Erhebung 26 ist seitlich mit Anlageflächen 27 ausgebildet und wird von der Anstellplatte 13 umfaßt. Dabei ist die Anstellplatte 13 zwischen Erhebung 26 und Schienenfuß 4 angeordnet und liegt mit ihrer Anlagefläche 14 am Schienenfuß 4 an. Die Anstellplatte 13 ist dann mit Schenkeln 28 ausgebildet, die neben der Erhebung 26 auf der Grundplatte 3 aufliegen und die Erhebung 26 in Richtung der Schienenerstreckung umfassen. Im Ausführungsbeispiel ist der Abstand zwischen den Anlageflächen 27 der Erhebung 26 und den Schenkeln 28 der Anstellplatte 13 relativ groß, worauf später eingegangen wird.The base plate 3 has a central elevation 26 which extends in the direction on the rail 1 does not extend to the rail base 4. The survey 26 is formed laterally with contact surfaces 27 and is from the positioning plate 13 includes. Here, the positioning plate 13 between the elevation 26 and the rail base 4 arranged and rests with its contact surface 14 on the rail base 4. The Adjustment plate 13 is then formed with legs 28, which are next to the elevation 26 lie on the base plate 3 and the elevation 26 in the direction of Include rail extension. In the exemplary embodiment, the distance between the contact surfaces 27 of the elevation 26 and the legs 28 of the Setting plate 13 relatively large, which will be discussed later.

Durch einen sich nach unten erweiternden Schlitz 29 in der Grundplatte 3 ragen Schrauben mit ihren Schraubenbolzen 21 nach oben. Die Erweiterung des Schlitzes 29 nach unten dient zur Aufnahme des Schraubenkopfes 30 dieser Schrauben. Die Schraubenbolzen 21 sind von Exzenterscheiben 15 umgeben, die wie bereits zu den Fig. 1 und 2 beschrieben, zur Verstellung der Anstellplatten 13 dienen. Zur Fixierung der Anstellplatten 13 mit der Grundplatte 3 dienen wiederum Muttern 22, die mit Scheiben 31 zusammenwirken.Protrude through a slot 29 which widens downward in the base plate 3 Screw up with their bolts 21. The extension the slot 29 downward serves to receive the screw head 30 of these screws. The bolts 21 are from eccentric discs 15 surround, as already described for FIGS. 1 and 2, for adjusting the Serving plates 13 serve. To fix the positioning plates 13 with the Base plate 3 in turn serve nuts 22 which cooperate with washers 31.

Zum Ausgleich der Exzenterbewegung kann, wie im Ausführungsbeispiel, die Anstellplatte 13 in Schienenrichtung verschoben werden. Hierbei sind dann die Schraubenbolzen 21 an der Grundplatte 3 fixiert. Es ist jedoch auch möglich, die Anstellplatte 13 mit ihren Schenkeln 28 eng an den Anlageflächen 27 der Erhebung 26 zu führen. Dann müssen sich zum Ausgleich der Exzenterbewegung die Schraubenbolzen 21 in den Schlitzen 29 der Grundplatte 3 in Schienenrichtung bewegen. To compensate for the eccentric movement, as in the exemplary embodiment, the Adjustment plate 13 can be moved in the rail direction. Here are then the bolts 21 are fixed on the base plate 3. However, it is also possible the positioning plate 13 with its legs 28 closely on the contact surfaces 27 to conduct the survey 26. Then you need to balance the eccentric movement the bolts 21 in the slots 29 of the base plate 3 in Move the rail direction.

BezugszeichenlisteReference list

1.1.
Schienerail
2.2nd
RinneGutter
3.3rd
GrundplatteBase plate
4.4th
SchienenfußRail foot
5.5.
UnterlegplatteWasher
6.6.
BefestigungsbohrungMounting hole
7.7.
SpannklemmeTension clamp
8.8th.
MittelteilMiddle section
9.9.
Schraubescrew
10.10th
Muttermother
11.11.
UnterlegscheibeWasher
12.12th
freies Endefree end
13.13.
AnstellplattePositioning plate
14.14.
AnlageflächeContact surface
15.15.
ExzenterscheibeEccentric disc
16.16.
Schlaufeloop
17.17th
MittelbohrungCenter hole
18.18th
ScheibenmantelDisc jacket
19.19th
Bohrungdrilling
20.20th
BundFederation
21.21.
SchraubenbolzenBolts
22.22.
Muttermother
23.23.
Rückenmove
24.24th
Rillegroove
25.25th
Wulstbead
26.26.
ErhebungSurvey
27.27.
AnlageflächeContact surface
28.28
Schenkelleg
29.29.
Schlitz slot
30.30th
SchraubenkopfScrew head
31.31
Scheibedisc

Claims (9)

  1. Laterally adjustable, resilient rail attachment comprising a base plate (3) which supports the rail (1) and on both sides lying at the side of the rail foot (4) adjusting plates (13) which can be adjusted in a transverse manner with respect to the direction of the rails by way of eccentrics connected to the base plate (3) and further comprising tensioning clamps (7) which hold down the rail foot (4) and are supported on the adjusting plates (13), characterized in that the tensioning clamps (7) are designed in a Y-shaped manner, their middle parts (8) engaging at a spaced disposition over the rail foot (4) and being held down by a screw (9), their backs (23) remote from the rail foot (4) being supported in a groove (24) and/or against a beading (25) on the adjusting plates (13) and their free ends (12) lying on the rail foot (4) and that in the region of the two lateral loops (16) of the tensioning clamps (7) eccentric plates (15) guided in the base plate (3) engage in bores (19) of the adjusting plates (13).
  2. Laterally adjustable, resilient rail attachment comprising a base plate (3) which supports the rail (1) and on both sides lying at the side of the rail foot (4) adjusting plates (13) which can be adjusted in a transverse manner with respect to the direction of the rails by way of eccentrics connected to the base plate (3) and further comprising tensioning clamps (7) which hold down the rail foot (4) and are supported on the base plate (3), characterized in that the tensioning clamps (7) are designed in a Y-shaped manner, their middle parts (8) engaging at a spaced disposition over the rail foot (4) and being held down by a screw (9), their backs (23) remote from the rail foot (4) being supported in a groove (24) and/or against a beading (25) on the base plate (3) and their free ends (12) lying on the rail foot (4), that in the region of the two lateral loops (16) of the tensioning clamps (7) eccentric plates (15) guided in the base plate (3) engage in bores (19) of the adjusting plates (13) and that the adjusting plates (13) are held by means of the base plate (3) in the direction in which the rail extends and said adjusting plates can be displaced in a transverse manner with respect thereto.
  3. Rail attachment according to claim 1 or claim 2, characterized in that screw pins (21) connected to the base plate (3) penetrate the eccentric plates (15) and the eccentric plates (15) are non-rotatably clamped by means of the nuts (22) which cooperate with a thread disposed at the upper end of the screw pins (21).
  4. Rail attachment according to any one or several of claims 1 to 3, characterized in that the eccentric plates (15) lie with a collar (20) against the adjusting plates (13).
  5. Rail attachment according to any one or several of claims 1, 3 or 4, characterized in that the screws (9) holding down the tensioning clamps (7) are attached in the adjusting plates (13).
  6. Rail attachment according to any one or several of claims 1 to 5, characterized in that between the rail foot (4) and the base plate (3) are disposed one or a plurality of under-plates (5).
  7. Rail attachment according to any one or several of claims 2 to 4, characterized in that the screw pins (21) are guided in the direction in which the rail (1) extends in such a manner as to be able to be displaced through the base plate (3).
  8. Rail attachment according to any one or several of claims 1 to 7, characterized in that the base plate (3) comprises lateral, central raised areas (26) which are gripped by the limbs (28) of the adjusting plates (13).
  9. Rail attachment according to any one or several of claims 1 to 8, characterized in that the screws (9) which hold down the tensioning clamps (7) are attached in the base plate (3).
EP97101608A 1996-03-07 1997-02-03 Laterally adjustable elastic rail fastening Expired - Lifetime EP0794290B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19608823A DE19608823C1 (en) 1996-03-07 1996-03-07 Laterally adjustable sprung rail fixture
DE19608823 1996-03-07

Publications (2)

Publication Number Publication Date
EP0794290A1 EP0794290A1 (en) 1997-09-10
EP0794290B1 true EP0794290B1 (en) 1999-06-23

Family

ID=7787498

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97101608A Expired - Lifetime EP0794290B1 (en) 1996-03-07 1997-02-03 Laterally adjustable elastic rail fastening

Country Status (3)

Country Link
EP (1) EP0794290B1 (en)
AT (1) ATE181578T1 (en)
DE (2) DE19608823C1 (en)

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19824458C2 (en) * 1998-05-30 2001-06-28 Pfleiderer Infrastrukturt Gmbh Device for fastening rails to sleepers on rail-guided traffic routes
DE10127853C1 (en) * 2001-06-08 2002-09-12 Matthias Mueller Rail mounting, for embedded permanent way, has pressure springs at the side mounting clips to bear down on the rail bottom against the base plate to maintain the clamping forces
EP1264932B1 (en) 2001-06-08 2006-03-01 Matthias Müller Rail fastening
DE102004033726A1 (en) * 2004-07-13 2006-02-09 Vossloh-Werke Gmbh Railway track bed flange has raised lip in contact with rail edge and railway tie bar
EP1830002B1 (en) * 2006-03-02 2010-05-26 BTE Stelcon Deutschland GmbH Track structure adapted for tramways
DE102007045466B3 (en) * 2007-09-21 2009-08-06 Vossloh-Werke Gmbh System for fastening a rail
DE102007046543A1 (en) * 2007-09-27 2009-04-16 Vossloh-Werke Gmbh System for securing a rail and tension clamp for such a system
DE102008008975B3 (en) * 2008-02-13 2009-09-17 Rail.One Gmbh Device for fastening a rail to a support
US9045866B2 (en) 2010-11-04 2015-06-02 Vossloh-Werke Gmbh Tensioning clamp for fastening a rail and system equipped with a tensioning clamp of this type
DE102010050199A1 (en) * 2010-11-04 2012-05-10 Vossloh-Werke Gmbh Tension clamp for fastening a rail and system equipped with such a tension clamp
DE102011000896A1 (en) * 2011-02-23 2012-08-23 Vossloh-Werke Gmbh System for fastening a rail
EA020706B1 (en) * 2012-05-22 2015-01-30 Майластейн Менеджмент Инк. Rail bearing plate
BG111968A (en) * 2015-03-30 2016-10-31 "Дендрит" Оод Elastic padding rail fastening with horizontal elasticity in the transverse direction for railroad tracks in curves with small radiuses
CN104748964A (en) * 2015-04-24 2015-07-01 郑州机械研究所 High-precision installing and positioning mechanism for super-long standard guide rail
RU170574U1 (en) * 2016-10-03 2017-04-28 Дмитрий Витальевич Гвидонский INTERMEDIATE RAIL BOND DEVICE
WO2018067031A1 (en) * 2016-10-03 2018-04-12 Дмитрий Витальевич ГВИДОНСКИЙ Rail fastening device
CN106702828B (en) * 2017-01-11 2018-08-28 中铁宝桥集团有限公司 A kind of adjustable offset distance buckle structure of railway switch elastic
RU185445U1 (en) * 2018-01-19 2018-12-05 Открытое Акционерное Общество "Российские Железные Дороги" Intermediate rail fastening for turnouts with adjustable gauge

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB904313A (en) * 1960-04-29 1962-08-29 Molyneux George Improvements in or relating to means for securing track rails
GB1470518A (en) * 1973-04-24 1977-04-14 Molyneux Rail Clips Ltd Rail anchorage provided with a resilient clamping element
DE3334119C2 (en) * 1983-09-21 1985-07-11 Vossloh-Werke Gmbh, 5980 Werdohl Device for fastening the rails by means of an elastic tension clamp
DE9407615U1 (en) * 1994-05-06 1994-08-11 Missfeldt Klaus Device for fastening rails on a support
DE29515999U1 (en) * 1995-10-09 1995-12-07 Wayss & Freytag Ag Device for reducing airborne noise on rail traffic routes, primarily on slab tracks for rail-bound traffic

Also Published As

Publication number Publication date
EP0794290A1 (en) 1997-09-10
DE59700220D1 (en) 1999-07-29
DE19608823C1 (en) 1997-05-22
ATE181578T1 (en) 1999-07-15

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