EP0962592A1 - Adjustable rail fixation - Google Patents

Adjustable rail fixation Download PDF

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Publication number
EP0962592A1
EP0962592A1 EP99110330A EP99110330A EP0962592A1 EP 0962592 A1 EP0962592 A1 EP 0962592A1 EP 99110330 A EP99110330 A EP 99110330A EP 99110330 A EP99110330 A EP 99110330A EP 0962592 A1 EP0962592 A1 EP 0962592A1
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EP
European Patent Office
Prior art keywords
rail
threshold
spacers
guide plates
foot
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Granted
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EP99110330A
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German (de)
French (fr)
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EP0962592B1 (en
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Pfleiderer Infrastrukturtechnick GmbH and Co KG
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Wayss and Freytag AG
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Publication of EP0962592A1 publication Critical patent/EP0962592A1/en
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    • 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
    • E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
    • E01B9/28—Fastening on wooden or concrete sleepers or on masonry with clamp members
    • E01B9/30—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips
    • E01B9/303—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips the clip being a shaped bar
    • 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

Definitions

  • the invention relates to a device for fastening rails on sleepers rail-guided traffic routes, as is known generically from DE AS 1257817, which consist of an intermediate plate under the rail foot, angle guide plates that the Rail base cannot be moved on both sides against a groove base and / or a shoulder on the Support threshold, tension clamps that elastic the rail foot between the Press down guide plates and rail fastening screws, which are in dowels in the Are anchored and the guide plates and clamps are immovable on the threshold Hold threshold, and the use of at least two types of rails allows different foot widths with the same track width on a threshold.
  • Such devices for rail fastening could be useful in railway companies, e.g. at of the Deutsche Bahn (DB) are used where several types of rails are used different foot widths are used.
  • DB Deutsche Bahn
  • Each rail type previously required one adapted training of the uprising area of the rail on the threshold and thus one separate threshold type.
  • a threshold type that is common for at least two is desirable used rail types would be usable.
  • the invention has for its object to a rail fastening for a threshold develop the use of multiple while maintaining the same gauge Allows rail types with different foot widths.
  • the solutions according to the invention can be used for track gratings in which the track width is the same Different types of rails with different foot widths should be installed same threshold type can be used. By eliminating an increased number Threshold provision and of storage space are possible considerable cost savings.
  • Further expedient configurations of the Invention e.g. extensive pre-assembly of the spacers before installing the Rails used in the track grate are described in subclaims.
  • Fig. 1 is a common rail fastening device for the Irish Bahn here shown as the basic type of rail type 9: on a threshold 1 is a rail 9 attached with their rail foot 10 using the device.
  • the rail 9 lies with her Foot 10 with the interposition of a flexible intermediate plate 8 on the top of the Threshold 1 on.
  • the foot 10 of the threshold is held laterally by angle guide plates 6, which in turn are supported in the groove 2 and on the shoulder 3 of the threshold.
  • the threshold 1 used for a track with the rail type 9 can according to the invention unchanged for tracks with rail types 11 with a narrower rail base 12 than the base 10 of basic type 9 can be used. To be able to use them unchanged, are minor additions or changes to the usual rail fastening device required.
  • the complete usual fastening device for the basic type 9 can be in training the device for the rail type 11 can be maintained according to claim 1 (Fig. 2).
  • the joints 13, 14 of the angular guide plates 6 are formed by spacers 15, 18 non-positive for the transfer of horizontal forces from the rail to the threshold closed. Due to the narrower rail base 12 of the rail type 11, the rail-side inner pressing point of the tension clamp 7 to the edge of the foot. It could be Slide the tension clamp off the rail foot and the stability of the rail would be endangered.
  • the cantilever arms 16, 19 can correspond to cantilever arms 17 and 20, with which the spacers against the Support abutments on the angle guide plates.
  • the cantilevers 17 and 20 are pro Spacer in two parts and are located outside the middle loop of the Tension clamp 7. This will move the spacers in the direction of the rail prevented.
  • a variant of the device according to claim 2 is the device according to claim 4 (Fig. 4).
  • the intermediate plate 33 is limited in its Width to the width of the foot 12 of the rail type 11.
  • the approximately rectangular spacers 31, 32 extend over the full height of the joints 13, 14 to the surface of the Threshold concrete. Also with this attachment is an extended clamp 23 as in the Execution according to claim 2 required.
  • the spacers can be mounted in rectangular mounting frames 40 be united.
  • the frame 40 has perpendicular to the threshold axis in the joints 13, 14 extending bars 41 and 42 and outside next to the threshold 1 below the Rail foot 12 on bolts 43 running parallel to the threshold axis (FIGS. 3 and 4). This Bolt 43 also prevents the spacers 31 and 32 from escaping Intermediate plate 33 under operational stress.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Paper (AREA)
  • Vehicle Body Suspensions (AREA)
  • Bridges Or Land Bridges (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Abstract

The fixing unit comprises an intermediate plate (8) located below the base of the rail, angled guide plates (6) which support the rail on both sides against a groove (2) and/or shoulder (3), tensioning clamps (7) and rail fixing screws (5) which are anchored in plugs (4) in the sleeper. The plugs are located in the sleeper in such a way that they act as a bearing for the rail. If rails with a narrower base are used, spacing members can be located between the rail and the guide plates. The spacing members have an arm which extends over the rail base. The tensioning clamps press on the spacing members and thereby also press the rail down.

Description

Die Erfindung betrifft eine Vorrichtung zur Befestigung von Schienen auf Schwellen bei schienengeführten Verkehrswegen, wie sie gattungsmäßig aus der DE AS 1257817 bekannt ist, die aus einer Zwischenplatte unter dem Schienenfuß, Winkelführungsplatten, die den Schienenfuß beidseitig unverschieblich gegen einen Nutgrund und/oder eine Schulter auf der Schwelle abstützen, Spannklemmen, die den Schienenfuß elastisch zwischen den Führungsplatten niederdrücken, und Schienenbefestigungsschrauben, die in Dübel in der Schwelle verankert sind und die Führungsplatten und Spannklemmen unverschieblich auf der Schwelle halten, besteht und die die Verwendung von mindestens zwei Schienentypen mit unterschiedlicher Fußbreite bei gleicher Spurweite auf einer Schwelle zuläßt.The invention relates to a device for fastening rails on sleepers rail-guided traffic routes, as is known generically from DE AS 1257817, which consist of an intermediate plate under the rail foot, angle guide plates that the Rail base cannot be moved on both sides against a groove base and / or a shoulder on the Support threshold, tension clamps that elastic the rail foot between the Press down guide plates and rail fastening screws, which are in dowels in the Are anchored and the guide plates and clamps are immovable on the threshold Hold threshold, and the use of at least two types of rails allows different foot widths with the same track width on a threshold.

Derartige Vorrichtungen zur Schienenbefestigung könnten sinnvoll bei Bahnbetrieben, z.B. bei der Deutschen Bahn (DB) Verwendung finden, bei denen mehrere Schienentypen mit unterschiedlichen Fußbreiten im Einsatz sind. Jeder Schienentyp erforderte bisher jeweils eine angepaßte Ausbildung des Aufstandsbereichs der Schiene auf der Schwelle und damit einen gesonderten Schwellentyp. Um zu vermeiden, daß für jeden verwendeten Schienentyp unterschiedliche Schwellen beim Schwellenhersteller oder beim Bahnbetreiber vorgehalten werden müssen, ist ein Schwellentyp wünschenswert, der mindestens für zwei häufig eingesetzte Schienentypen verwendbar wäre.Such devices for rail fastening could be useful in railway companies, e.g. at of the Deutsche Bahn (DB) are used where several types of rails are used different foot widths are used. Each rail type previously required one adapted training of the uprising area of the rail on the threshold and thus one separate threshold type. To avoid that for each type of rail used different thresholds held by the threshold manufacturer or by the railway operator A threshold type that is common for at least two is desirable used rail types would be usable.

Der Erfindung liegt die Aufgabe zugrunde, eine Schienenbefestigung für eine Schwelle zu entwickeln, die unter Beibehaltung einer gleichen Spurweite die Verwendung mehrerer Schienentypen mit unterschiedlichen Fußbreiten zuläßt..The invention has for its object to a rail fastening for a threshold develop the use of multiple while maintaining the same gauge Allows rail types with different foot widths.

Die Aufgabe wird gelöst durch Schienenbefestigungen mit den Merkmalen der Ansprüche 1 und 2. The object is achieved by rail fastenings with the features of claims 1 and 2.

Durch die erfindungsgemäßen Lösungen kann für Gleisroste, in denen bei gleicher Spurweite unterschiedliche Schienentypen mit unterschiedlicher Fußbreite eingebaut werden sollen, der gleiche Schwellentyp verwendet werden. Durch Wegfall einer zahlenmäßig erhöhten Schwellenvorhaltung und von Lagerflächen sind erhebliche Kosteneinsparungen möglich. Den Einsparungen steht ein geringer Mehraufwand durch Distanzstücke mit Kragarmen bei der Lösung nach Anspruch 1 bzw. durch eine geringfügig verlängerte Spannklemme und einfache Distanzstücke nach dem Anspruch 2 gegenüber. Weitere zweckmäßige Ausgestaltungen der Erfindung, die z.B. einer weitgehenden Vormontage der Distanzstücke vor Einbau der Schienen in den Gleisrost dienen, sind in Unteransprüchen beschrieben.The solutions according to the invention can be used for track gratings in which the track width is the same Different types of rails with different foot widths should be installed same threshold type can be used. By eliminating an increased number Threshold provision and of storage space are possible considerable cost savings. The There is little additional effort through spacers with cantilever arms Solution according to claim 1 or by a slightly extended tension clamp and simple Spacers according to claim 2 opposite. Further expedient configurations of the Invention, e.g. extensive pre-assembly of the spacers before installing the Rails used in the track grate are described in subclaims.

Die Erfindung wird anhand der Figuren 1 - 4 erläutert. Es zeigen:

Fig. 1 - 2
Schnitte in Schwellenlängsachse durch die erfindungsgemäße Schienenbefestungsvorrichtung:
  • Fig. 1 bei Einbau des Schienentyps 9 mit größter Fußbreite 10.
  • Fig. 2 bei Einbau des Schienentyps 11 mit geringerer Fußbreite 12,
    •
    Fig. 3 und 4
    das Beispiel eines Montagerahmens nach Anspruch 5,
  • Fig. 3 als Aufsicht
  • Fig. 4 als Schnitt in Schienenachse und senkrecht zur Schwellenachse.
    •
    The invention is explained with reference to FIGS. 1-4. Show it:
    Fig. 1-2
    Cuts in the longitudinal axis of the sleeper through the rail fastening device according to the invention:
  • 1 when installing the rail type 9 with the largest foot width 10.
  • 2 when installing the rail type 11 with a smaller foot width 12,
    • 3 and 4
    the example of a mounting frame according to claim 5,
  • Fig. 3 as a supervision
  • Fig. 4 as a section in the rail axis and perpendicular to the threshold axis.

    • In Fig. 1 ist eine bei der Deutschen Bahn übliche Schienenbefestigungsvorrichtung für den hier als Grundtyp bezeichneten Schienentyp 9 dargestellt: Auf einer Schwelle 1 ist eine Schiene 9 mit ihrem Schienenfuß 10 mit Hilfe der Vorrichtung befestigt. Die Schiene 9 liegt mit ihrem Fuß 10 unter Zwischenschaltung einer nachgiebigen Zwischenplatte 8 auf der Oberseite der Schwelle 1 auf. Der Fuß 10 der Schwelle wird seitlich gehalten durch Winkelführungsplatten 6, die sich ihrerseits in der Nut 2 und an der Schulter 3 der Schwelle abstützen. Eine Schienenbefestigungsschraube 5, die im Dübel 4 in der Schwelle 1 verankert ist, drückt eine Spannklemme 7, die schienenaußenseitig sich auf die Winkelführungsplatte 6 abstützt, mit ihrem anderen Auflager federnd auf den Schienenfuß 12 und verhindert das Abheben der Schiene. In Fig. 1 is a common rail fastening device for the Deutsche Bahn here shown as the basic type of rail type 9: on a threshold 1 is a rail 9 attached with their rail foot 10 using the device. The rail 9 lies with her Foot 10 with the interposition of a flexible intermediate plate 8 on the top of the Threshold 1 on. The foot 10 of the threshold is held laterally by angle guide plates 6, which in turn are supported in the groove 2 and on the shoulder 3 of the threshold. A Rail fastening screw 5, which is anchored in the dowel 4 in the threshold 1, presses one Clamp 7, which is supported on the outside of the rail on the angle guide plate 6 with their other support resiliently on the rail foot 12 and prevents lifting of the Rail.

    Die für ein Gleis mit dem Schienentyp 9 eingesetzte Schwelle 1 kann erfindungsgemäß unverändert für Gleise mit Schienentypen 11 mit schmalerem Schienenfuß 12 als dem Fuß 10 des Grundtyps 9 verwendet werden. Um sie unverändert benutzen zu können, sind geringfügige Ergänzungen bzw. Änderungen der üblichen Schienenbefestigungsvorrichtung erforderlich.The threshold 1 used for a track with the rail type 9 can according to the invention unchanged for tracks with rail types 11 with a narrower rail base 12 than the base 10 of basic type 9 can be used. To be able to use them unchanged, are minor additions or changes to the usual rail fastening device required.

    Die komplette übliche Befestigungsvorrichtung für den Grundtyp 9 kann bei einer Ausbildung der Vorrichtung für den Schienentyp 11 nach Anspruch 1 beibehalten werden (Fig. 2). Die ungleich breiten, zwischen den Rändern des schmaleren Schienenfußes 12 und den Widerlagern der Winkelfühungsplatten 6 entstehenden Fugen 13,14 werden durch Distanzstücke 15, 18 kraftschlüssig für die Übertragung von Horizontalkräften aus der Schiene in die Schwelle geschlossen. Durch den schmaleren Schienenfuß 12 des Schienentyps 11 verschiebt sich der schienenseitige innere Aufdrückpunkt der Spannklemme 7 zum Rand des Fußes. Es könnte die Spannklemme vom Schienenfüß abgleiten und die Standfestigkeit der Schiene würde gefährdet. Dieser Mangel kann ausgeglichen werden, indem die Niederhaltungskraft aus der Spannklemme 7 über einen Kragarm 16,19 an den Distanzstücken 15 bzw. 18 mittelbar und zum Schienensteg verschoben in die Schiene 11 eingeleitet wird. Den Kragarmen 16, 19 können Kragarme 17 bzw. 20 entsprechen, mit denen sich die Distanzstücke gegen die Widerlager an den Winkelführungsplatten abstützen können. Die Kragarme 17 und 20 sind pro Distanzstück zweiteilig und befinden sich jeweils außerhalb der Mittelschlaufe der Spannklemme 7. Dadurch wird ein Verschieben der Distanzstücke in Schienenrichtung verhindert.The complete usual fastening device for the basic type 9 can be in training the device for the rail type 11 can be maintained according to claim 1 (Fig. 2). The uneven width, between the edges of the narrower rail base 12 and the abutments The joints 13, 14 of the angular guide plates 6 are formed by spacers 15, 18 non-positive for the transfer of horizontal forces from the rail to the threshold closed. Due to the narrower rail base 12 of the rail type 11, the rail-side inner pressing point of the tension clamp 7 to the edge of the foot. It could be Slide the tension clamp off the rail foot and the stability of the rail would be endangered. This deficiency can be compensated for by the low force from the Tension clamp 7 indirectly and via a cantilever arm 16, 19 on the spacers 15 or 18 shifted to the rail web is introduced into the rail 11. The cantilever arms 16, 19 can correspond to cantilever arms 17 and 20, with which the spacers against the Support abutments on the angle guide plates. The cantilevers 17 and 20 are pro Spacer in two parts and are located outside the middle loop of the Tension clamp 7. This will move the spacers in the direction of the rail prevented.

    Eine einfachere etwa rechteckige Ausführung der Distanzstücke 21, 22 ohne Kragarme sieht die Schienenbefestigungsvorrichtung nach Anspruch 2 vor (Fig. 3). Für diese Vorrichtung muß die Spannklemme 7 jedoch durch eine geringfügig verlängerte Spannklemme 23 ausgetauscht werden, um den Druckpunkt der Klemme aufdem Schienenfüß 12 näher zum Schienensteg hin zu verlegen. Bei dieser Vorrichtung wird die gleiche Zwischenplatte 8 wie bei der Schienenbefestigung für den Schienen-Grundtyp 9 verwendet. Die Distanzstücke 21, 22 sind auf der Zwischenplatte 8 angeordnet. Zur Montageerleichtung bei der Vormontage des Gleisrostes und zur Verhinderung des Verschiebens in Schienenrichtung können die Distanzstücke 21, 22 aufder Platte 8 aufgeklebt sein (Anspruch 3). A simpler, approximately rectangular design of the spacers 21, 22 without cantilevers is seen the rail fastening device according to claim 2 before (Fig. 3). For this device must however, the tension clamp 7 is replaced by a slightly lengthened tension clamp 23 the pressure point of the clamp on the rail base 12 closer to the rail web relocate. In this device, the same intermediate plate 8 as in the Rail fastening used for basic rail type 9. The spacers 21, 22 are arranged on the intermediate plate 8. To make assembly easier when pre-assembling the Track rust and to prevent sliding in the direction of the rail can Spacers 21, 22 can be glued to the plate 8 (claim 3).

    Eine Variante zur Vorrichtung nach Anspruch 2 stellt die Vorrichtung nach Anspruch 4 dar (Fig. 4).A variant of the device according to claim 2 is the device according to claim 4 (Fig. 4).

    Bei dieser Schienenbefestigungsvorrichtung beschränkt sich die Zwischenplatte 33 in ihrer Breite auf die Breite des Fußes 12 des Schienentyps 11. Die etwa rechteckigen Distanzstücke 31, 32 reichen über die volle Hohe der Fugen 13, 14 bis auf die Oberfläche des Schwellenbetons. Auch bei dieser Befestigung ist eine verlängerte Spannklemme 23 wie bei der Ausführung nach Anspruch 2 erforderlich.In this rail fastening device, the intermediate plate 33 is limited in its Width to the width of the foot 12 of the rail type 11. The approximately rectangular spacers 31, 32 extend over the full height of the joints 13, 14 to the surface of the Threshold concrete. Also with this attachment is an extended clamp 23 as in the Execution according to claim 2 required.

    Zur Montageerleichterung der Distanzstücke 15, 18 bzw. 21, 22 bzw. 31, 32 bei der Vormontage der Gleisroste bzw. der mit der Befestigungsvorrichtung ausgerüsteten Schwellen können die Distanzstücke in in Aufsicht rechteckigen Montagerahmen 40 zusammengeschlossen sein. Der Rahmen 40 weist senkrecht zur Schwellenachse in den Fugen 13, 14 verlaufende Riegel 41 bzw. 42 und außen neben der Schwelle 1 unterhalb des Schienenfußes 12 parallel zur Schwellenachse verlaufende Riegel 43 auf (Fig. 3 und 4). Dieser Riegel 43 verhindert auch das Herauswandern der Distanzstücke 31 bzw. 32 und der Zwischenplatte 33 unter Betriebsbeanspruchung.To facilitate assembly of the spacers 15, 18 or 21, 22 or 31, 32 in the Pre-assembly of the track gratings or sleepers equipped with the fastening device the spacers can be mounted in rectangular mounting frames 40 be united. The frame 40 has perpendicular to the threshold axis in the joints 13, 14 extending bars 41 and 42 and outside next to the threshold 1 below the Rail foot 12 on bolts 43 running parallel to the threshold axis (FIGS. 3 and 4). This Bolt 43 also prevents the spacers 31 and 32 from escaping Intermediate plate 33 under operational stress.

    Claims (8)

    Vorrichtung zur Befestigung von Schienen (9,11) auf Schwellen (1) bei schienengeführten Verkehrswegen, bestehend aus einer Zwischenplatte (8,33) unter dem Schienenfuß, Winkelführungsplatten (6), die den Schienenfuß beidseitig unverschieblich gegen einen Nutgrund (2 ) und/oder eine Schulter (3) auf der Schwelle abstützen, Spannklemmen (7,23 ), die den Schienenfuß elastisch zwischen den Führungsplatten niederdrücken, und Schienenbefestigungsschrauben (5), die in Dübel (4) in der Schwelle verankert sind und die Führungsplatten und Spannklemmen unverschieblich auf der Schwelle halten, und die die Verwendung von mindestens zwei Schienentypen (9,11) mit unterschiedlicher Breite des Fußes (10 bzw. 12) bei gleicher Spurweite des Gleises aufeiner Schwelle zuläßt, dadurch gekennzeichnet, daß die Dübel (4) für die Schienenbefestigungsschrauben (5) in der Schwelle (1) so angeordnet sind, daß ihr Einbau der Sollposition der Winkelführungsplatten (6) als seitlichem Widerlager für den Schienentyp (9) mit dem breitesten Schienenfuß (10) entspricht und die übrigen Elemente der Vorrichtung ebenfalls entsprechend diesem Schienentyp vorgesehen sind, daß die bei Verwendung des Schienentyps (11) mit schmalerem Schienenfuß (12 ) bei gleicher Spurweite des Gleises seitlich zwischen dem Schienenfuß und den Winkelführungsplatten (6) und über der Zwischenplatte (8) entstehenden breiteren Fugen (13,14) durch Distanzstücke (15,18) kraftschlüssig geschlossen sind, daß die Distanzstücke (15,18) mindestens einen zum Schienenfuß gerichteten Kragarm (16, 19) und entgegengesetzt gerichtete Kragarme (17, 20) aufweisen, wobei der Kragarm (16,19) einen angrenzenden Bereich des Schienenfußes (12) übergreift und ihn mindestens an einem Punkt tangiert und die entgegengesetzt gerichteten Kragarme (17,20) einen angrenzenden Bereich der Winkelführungsplatte (6) übergreifen und diese mindestens an einem Punkt tangiert so daß die Spannklemmen (7) auf die Distanzstücke (15,18) drücken und dadurch den Schienenfuß (12) mittelbar niederhalten. Device for fastening rails (9, 11) to sleepers (1) on rail-guided traffic routes, consisting of an intermediate plate (8, 33) under the rail foot, angle guide plates (6), which on both sides of the rail foot cannot move against a groove base (2) and / or support a shoulder (3) on the sleeper, tension clamps (7, 23), which press the rail foot elastically between the guide plates, and rail fastening screws (5), which are anchored in dowels (4) in the sleeper and the guide plates and tension clamps cannot be moved keep on the threshold and which allows the use of at least two types of rails (9, 11) with different widths of the foot (10 or 12) with the same track width of the track on a threshold, characterized in that that the dowels (4) for the rail fastening screws (5) in the threshold (1) are arranged so that their installation corresponds to the target position of the angle guide plates (6) as a lateral abutment for the rail type (9) with the widest rail base (10) and the remaining elements of the device are also provided in accordance with this type of rail, that when using the rail type (11) with a narrower rail base (12) with the same track width of the track, laterally between the rail base and the angle guide plates (6) and above the intermediate plate (8), wider joints (13, 14) are created by spacers (15, 18) are non-positively closed, that the spacers (15, 18) have at least one cantilever arm (16, 19) directed towards the rail foot and oppositely directed cantilever arms (17, 20), the cantilever arm (16, 19) engaging over an adjacent region of the rail foot (12) and at least tangent at one point and the oppositely directed cantilever arms (17, 20) overlap an adjacent area of the angle guide plate (6) and tangent to it at least at one point that the tension clamps (7) press on the spacers (15, 18) and thereby hold down the rail foot (12) indirectly. Vorrichtung zur Befestigung von Schienen (9,11) auf Schwellen (1) bei schienengeführten Verkehrswegen, bestehend aus einer Zwischenplatte (8,33) unter dem Schienenfuß, Winkelführungsplatten (6), die den Schienenfuß beidseitig unverschieblich gegen einen Nutgrund (2) und/oder eine Schulter (3) auf der Schwelle abstützen, Spannklemmen (7,23 ), die den Schienenfuß elastisch zwischen den Führungsplatten niederdrücken, und Schienenbefestigungsschrauben (5), die in Dübel (4) in der Schwelle verankert sind und die Führungsplatten und Spannklemmen unverschieblich auf der Schwelle halten, und die die Verwendung von mindestens zwei Schienentypen (9,11) mit unterschiedlicher Breite des Fußes (10 bzw. 12) bei gleicher Spurweite des Gleises auf einer Schwelle zuläßt, dadurch gekennzeichnet, daß die Dübel (4) für die Schienenbefestigungsschrauben (5) in der Schwelle (1) in der Position angeordnet sind, die der Sollposition für die Stellung der Winkelführungsplatten (6) als seitliche Widerlager für den Schienentyp (9) mit dem breitesten Schienenfuß (10) entspricht, daß die bei Verwendung des Schienentyps (11) mit schmalerem Schienenfuß (12) bei gleicher Spurweite des Gleises seitlich zwischen dem Schienenfüß und den Winkelführungsplatten (6) entstehenden breiteren Fugen (13,14) durch Distanzstücke (21,22) kraftschlüssig geschlossen sind, und daß verlängerte Spannklemmen (23) die Distanzstücke (21,22) übergreifen und den Fuß (12) der Schiene (11) niederhalten Device for fastening rails (9, 11) to sleepers (1) on rail-guided traffic routes, consisting of an intermediate plate (8, 33) under the rail foot, angle guide plates (6), which on both sides of the rail foot cannot move against a groove base (2) and / or support a shoulder (3) on the sleeper, tension clamps (7, 23), which press the rail foot elastically between the guide plates, and rail fastening screws (5), which are anchored in dowels (4) in the sleeper and the guide plates and tension clamps cannot be moved keep on the threshold and which permits the use of at least two types of rails (9, 11) with different widths of the foot (10 or 12) with the same track width of the track on a threshold, characterized in that that the dowels (4) for the rail fastening screws (5) are arranged in the threshold (1) in the position that corresponds to the desired position for the position of the angle guide plates (6) as lateral abutments for the rail type (9) with the widest rail base (10 ) corresponds to that when using the rail type (11) with a narrower rail base (12) with the same track width of the track laterally between the rail base and the angle guide plates (6) wider joints (13,14) are non-positively closed by spacers (21,22), and that extended clamps (23) overlap the spacers (21, 22) and hold down the foot (12) of the rail (11) Vorrichtung nach Anspruch 2, daß die Zwischenplatte (8) sich bis zu den Winkelführungsplatten (6) erstreckt oderApparatus according to claim 2, that the intermediate plate (8) up to the Angle guide plates (6) extends or Vorrichtung nach Anspruch 3, dadurch gekennzeichnet, daß die Distanzstücke (21,22) auf der Zwischenplatte (8) aufgeklebt sind.Device according to claim 3, characterized in that the spacers (21, 22) are glued to the intermediate plate (8). Vorrichtung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die Distanzstücke (15,18, bzw. 21,22, bzw. 31,32) untereinander in einem Montagerahmen verbunden sind, die senkrecht zur Schwellenachse in den Fugen (13,14) verlaufende Riegel (41 bzw. 42) und außen neben der Schwelle verlaufende Riegel (43) aufweisen, wobei die zur Schwellenachse senkrechten Riegel (41,42) über der Schwellen- bzw. Zwischenplattenoberfläche und die zur Schwellenachse parallelen Riegel (43) unterhalb der Schienenfuß-Sohle verlaufen.Device according to one of claims 1 to 4, characterized in that the spacers (15, 18, or 21, 22, or 31, 32) are connected to one another in a mounting frame which are perpendicular to the threshold axis in the joints (13, 14 ) extending bars (41 or 42) and outside bars next to the threshold (43), the bars perpendicular to the threshold axis (41,42) above the threshold or intermediate plate surface and the bars parallel to the threshold axis (43) below Rail foot sole run. Vorrichtung nach einem der Ansprüche 2 bis 4, dadurch gekennzeichnet, daß die Distanzstücke (21,22, bzw. 31,32) mit der Zwischenplatte (8 bzw. 33) eine Montageeinheit bilden, die als Ganzes versetzbar ist.Device according to one of claims 2 to 4, characterized in that the spacers (21, 22 or 31, 32) form an assembly unit with the intermediate plate (8 or 33) which can be moved as a whole. Vorrichtung nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß das Material der Distanzstücke Stahl ist.Device according to one of claims 1 to 6, characterized in that the material of the spacers is steel. Vorrichtung nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß das Material der Distanzstücke ein geeigneter Kunststoff- z.B. Polyurethan ist.Device according to one of claims 1 to 6, characterized in that the material of the spacers is a suitable plastic, for example polyurethane.
    EP99110330A 1998-05-30 1999-05-28 Adjustable rail fixation Expired - Lifetime EP0962592B1 (en)

    Applications Claiming Priority (2)

    Application Number Priority Date Filing Date Title
    DE19824458A DE19824458C2 (en) 1998-05-30 1998-05-30 Device for fastening rails to sleepers on rail-guided traffic routes
    DE19824458 1998-05-30

    Publications (2)

    Publication Number Publication Date
    EP0962592A1 true EP0962592A1 (en) 1999-12-08
    EP0962592B1 EP0962592B1 (en) 2004-04-14

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    EP99110330A Expired - Lifetime EP0962592B1 (en) 1998-05-30 1999-05-28 Adjustable rail fixation

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    AT (1) ATE264429T1 (en)
    DE (2) DE19824458C2 (en)

    Cited By (6)

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    FR2878867A1 (en) * 2004-12-02 2006-06-09 Railtech Internat Sa Rail fastening device for e.g. railway track tie, has spacer traversed by sleeper screw and having stressing units to stress fastener, where stressing units are arranged to yield from certain effort transmitted by screw on spacer
    WO2007144366A1 (en) * 2006-06-14 2007-12-21 Vossloh-Werke Gmbh Device for positionally securing and guiding rails
    WO2009039836A1 (en) * 2007-09-24 2009-04-02 Rail.One Gmbh Concrete sleeper and method for regulating the position of rails
    CN101360864B (en) * 2006-01-21 2012-07-04 沃斯洛工厂有限公司 Steel rail mounting system
    CN112848404A (en) * 2021-02-07 2021-05-28 江阴市科诚技术有限公司 Film-releasing cloth method for post-treatment production line of pultruded plates for wind turbine blade main beam
    CN114290259A (en) * 2021-12-24 2022-04-08 武汉大学 Self-adaptive clamp and clamping method for water jet repairing test of different types of steel rails

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    DE10157676A1 (en) * 2001-11-24 2003-06-26 Vossloh Werke Gmbh Device for the lateral support of a rail
    DE20120831U1 (en) 2001-12-21 2002-05-08 Deutsche Bahn Ag Rail fastening for the operation of track conveyor systems
    DE102004013550A1 (en) * 2004-03-19 2005-10-06 Schimpff, Frithjof Helge, Dipl.-Ing. Rail fastening for railway lines has two guide plates, with one plate having edges for positive guidance of rail foot or spacer element
    DE102004046049A1 (en) * 2004-09-21 2006-04-06 Schimpff, Frithjof Helge, Dipl.-Ing. Method for fitting rail onto sleeper with pairs of positioning plates rigidly linked and embedded into the sleepers
    DE102008028092A1 (en) 2008-06-13 2009-12-17 Wirthwein Ag Side adjustable rail fastening
    RU2449072C2 (en) * 2010-09-24 2012-04-27 Александр Тихонович Зиньковский Intermediate rail fixture and method of spike installation for fixing rail to wooden sleeper
    RU2449073C2 (en) * 2010-12-06 2012-04-27 Александр Тихонович Зиньковский Rail pad and method of its use

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    FR2878867A1 (en) * 2004-12-02 2006-06-09 Railtech Internat Sa Rail fastening device for e.g. railway track tie, has spacer traversed by sleeper screw and having stressing units to stress fastener, where stressing units are arranged to yield from certain effort transmitted by screw on spacer
    EP1672121A1 (en) * 2004-12-02 2006-06-21 Railtech International Device and method for fastening a rail on a fixed support
    CN101360864B (en) * 2006-01-21 2012-07-04 沃斯洛工厂有限公司 Steel rail mounting system
    WO2007144366A1 (en) * 2006-06-14 2007-12-21 Vossloh-Werke Gmbh Device for positionally securing and guiding rails
    EA014568B1 (en) * 2006-06-14 2010-12-30 Фоссло-Верке Гмбх Device for positionally securing and guiding rails
    US8181887B2 (en) 2006-06-14 2012-05-22 Vossloh-Werke Gmbh Device for positionally securing and guiding rails for railway tracks
    WO2009039836A1 (en) * 2007-09-24 2009-04-02 Rail.One Gmbh Concrete sleeper and method for regulating the position of rails
    CN112848404A (en) * 2021-02-07 2021-05-28 江阴市科诚技术有限公司 Film-releasing cloth method for post-treatment production line of pultruded plates for wind turbine blade main beam
    CN112848404B (en) * 2021-02-07 2023-03-17 江阴市科诚技术有限公司 Film-releasing cloth method for post-treatment production line of pultruded plates for wind turbine blade main beam
    CN114290259A (en) * 2021-12-24 2022-04-08 武汉大学 Self-adaptive clamp and clamping method for water jet repairing test of different types of steel rails

    Also Published As

    Publication number Publication date
    EP0962592B1 (en) 2004-04-14
    ATE264429T1 (en) 2004-04-15
    DE59909145D1 (en) 2004-05-19
    DE19824458C2 (en) 2001-06-28
    DE19824458A1 (en) 1999-12-09

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