EP0962592B1 - Adjustable rail fixation - Google Patents

Adjustable rail fixation Download PDF

Info

Publication number
EP0962592B1
EP0962592B1 EP99110330A EP99110330A EP0962592B1 EP 0962592 B1 EP0962592 B1 EP 0962592B1 EP 99110330 A EP99110330 A EP 99110330A EP 99110330 A EP99110330 A EP 99110330A EP 0962592 B1 EP0962592 B1 EP 0962592B1
Authority
EP
European Patent Office
Prior art keywords
rail
sleeper
guide plates
foot
spacer blocks
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
EP99110330A
Other languages
German (de)
French (fr)
Other versions
EP0962592A1 (en
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.)
Pfleiderer Infrastrukturtechnick GmbH and Co KG
Original Assignee
Pfleiderer Infrastrukturtechnick GmbH and Co KG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Pfleiderer Infrastrukturtechnick GmbH and Co KG filed Critical Pfleiderer Infrastrukturtechnick GmbH and Co KG
Publication of EP0962592A1 publication Critical patent/EP0962592A1/en
Application granted granted Critical
Publication of EP0962592B1 publication Critical patent/EP0962592B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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
    • E01B9/02—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 to sleepers with rail-guided traffic routes, such as those from DE AS 1257817 is known, which consists of an intermediate plate under the rail foot, angle guide plates, which the rail foot is immovable against one side Support the groove base and / or a shoulder on the threshold, tension clamps press the rail foot down elastically between the guide plates, and Rail fastening screws, which are anchored in dowels in the threshold and keep the guide plates and clamps immovable on the threshold, and the use of at least two types of rails with different Foot width with the same track width on a threshold.
  • Such devices for rail fastening could be useful in railway companies, z. B. at Deutsche Bahn (DB), where several are used Rail types with different foot widths are used. Any type of rail Up to now, the uprising area had to be adapted accordingly the rail on the threshold and thus a separate type of threshold. To avoid having different ones for each rail type used Thresholds are kept at the threshold manufacturer or at the railway operator a threshold type is desirable, which is used for at least two frequently Rail types would be usable.
  • the invention is based, a rail fastening for a task Threshold to develop using the same while maintaining the same gauge allows several rail types with different foot widths.
  • the solutions according to the invention can be used for track gratings in which the same Different track types with different foot widths installed the same type of threshold should be used.
  • By dropping out increased number of sleepers and storage space are significant Cost savings possible.
  • the savings are small Additional effort due to spacers with cantilever arms in the solution according to claim 1 or by a slightly longer tension clamp and simple spacers according to claim 2.
  • Further expedient configurations of the Invention the z. B. extensive pre-assembly of the spacers before installation the rails used in the track gratings are described in subclaims.
  • Fig. 1 is a common rail fastening device at Deutsche Bahn shown for the rail type 9 referred to here as the basic type: on one Threshold 1 is a rail 9 with its rail foot 10 using the device attached.
  • the rail 9 lies with its foot 10 with the interposition of a compliant Intermediate plate 8 on the top of the threshold 1.
  • the foot 10 of the Threshold is held laterally by angle guide plates 6, which in turn are support 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 can be used as the base 10 of the basic type 9. To use them unchanged minor additions or changes to the usual ones Rail fastening device required.
  • the complete usual fastening device for the basic type 9 can with a Maintaining the device for the rail type 11 according to claim 1 be (Fig. 2).
  • a Maintaining the device for the rail type 11 according to claim 1 be (Fig. 2).
  • the tension clamp could slide off the rail foot and the stability the rail would be endangered. This deficiency can be compensated for by the holding-down force from the tension clamp 7 via a cantilever arm 16, 19 the spacers 15 and 18 indirectly and moved to the rail web in the Rail 11 is initiated.
  • the cantilever arms 16, 19 can be cantilever arms 17 or 20 correspond with which the spacers against the abutments on the angle guide plates can support.
  • the cantilever arms 17 and 20 are per 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.
  • the rail fastening device provides cantilever arms according to claim 2 (Fig. 3).
  • the clamp 7 must be slightly extended clamp 23 to be replaced to the pressure point of the Lay the clamp on the rail foot 12 closer to the rail web.
  • the intermediate plate 8 is the same intermediate plate 8 as in the rail fastening used for the basic rail type 9.
  • the spacers 21, 22 are on the intermediate plate 8 arranged. To make assembly easier during pre-assembly of the track grate and to prevent displacement in the direction of the rail the spacers 21, 22 can be glued to the plate 8 (claim 4).
  • the device represents a variant of the device according to claim 2 (FIG. 3) according to Fig. 4.
  • the intermediate plate is limited in this rail fastening device (FIG. 4) 33 in 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 down to the surface of the sleeper concrete. Even with this attachment is one extended tension clamp 23 as in the embodiment according to claim 2 (Fig. 3) required.
  • the spacers can be sleepers in mounting frames that are rectangular under supervision 40 be united.
  • the frame 40 points perpendicular to Threshold axis in the joints 13, 14 bars 41 and 42 and outside in addition to the threshold 1 below the rail foot 12 parallel to the threshold axis extending bolt 43 on (Fig. 5 and 6). This bolt 43 also prevents this Removing the spacers 31 and 32 and the intermediate plate 33 below Operating stress.

Landscapes

  • 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 to sleepers with rail-guided traffic routes, such as those from DE AS 1257817 is known, which consists of an intermediate plate under the rail foot, angle guide plates, which the rail foot is immovable against one side Support the groove base and / or a shoulder on the threshold, tension clamps press the rail foot down elastically between the guide plates, and Rail fastening screws, which are anchored in dowels in the threshold and keep the guide plates and clamps immovable on the threshold, and the use of at least two types of rails with different Foot width 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, z. B. at Deutsche Bahn (DB), where several are used Rail types with different foot widths are used. Any type of rail Up to now, the uprising area had to be adapted accordingly the rail on the threshold and thus a separate type of threshold. To avoid having different ones for each rail type used Thresholds are kept at the threshold manufacturer or at the railway operator a threshold type is desirable, which is used for at least two frequently 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 is based, a rail fastening for a task Threshold to develop using the same while maintaining the same gauge allows several rail types with different foot widths.

Die Aufgabe wird gelöst durch Schienenbefestigungen mit den Merkmalen der Ansprüche 1 oder 2.The task is solved by rail fastenings with the characteristics of Claims 1 or 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 Gleisrosten dienen, sind in Unteransprüchen beschrieben.The solutions according to the invention can be used for track gratings in which the same Different track types with different foot widths installed the same type of threshold should be used. By dropping out increased number of sleepers and storage space are significant Cost savings possible. The savings are small Additional effort due to spacers with cantilever arms in the solution according to claim 1 or by a slightly longer tension clamp and simple spacers according to claim 2. Further expedient configurations of the Invention, the z. B. extensive pre-assembly of the spacers before installation the rails used in the track gratings are described in subclaims.

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

Fig. 1-4
Schnitte in Schwellenlängsachse durch die erfindungsgemäße Schienenbefestigungsvorrichtung:
  • Fig. 1 bei Einbau des Schienentyps 9 mit größter Fußbreite 10,
  • Fig. 2 bis 4 bei Einbau des Schienentyps 11 mit geringerer Fußbreite12,
    •
    Fig. 5 und 6
    das Beispiel eines Montagerahmens nach Anspruch 5,
    Fig. 5 als Aufsicht
    Fig. 6 als Schnitt in Schienenachse und senkrecht zur Schwellenachse.
    The invention is explained with reference to FIGS. 1-4. Show it:
    Fig. 1-4
    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 to 4 when installing the rail type 11 with a smaller foot width 12,
    • 5 and 6
    the example of a mounting frame according to claim 5,
    Fig. 5 as a supervision
    Fig. 6 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 Zwischenhaltung 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 at Deutsche Bahn shown for the rail type 9 referred to here as the basic type: on one Threshold 1 is a rail 9 with its rail foot 10 using the device attached. The rail 9 lies with its foot 10 with the interposition of a compliant Intermediate plate 8 on the top of the threshold 1. The foot 10 of the Threshold is held laterally by angle guide plates 6, which in turn are support 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 Tensioning 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 prevented lifting 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 can be used as the base 10 of the basic type 9. To use them unchanged minor additions or changes to the usual ones 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 Winkelführungsplatten 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 Schienenfuß 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 with a Maintaining the device for the rail type 11 according to claim 1 be (Fig. 2). The unevenly wide, between the edges of the narrower Rail foot 12 and the abutments of the angle guide plates 6 arise Joints 13, 14 are non-positively for transmission by spacers 15, 18 closed by horizontal forces from the rail into the threshold. 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. The tension clamp could slide off the rail foot and the stability the rail would be endangered. This deficiency can be compensated for by the holding-down force from the tension clamp 7 via a cantilever arm 16, 19 the spacers 15 and 18 indirectly and moved to the rail web in the Rail 11 is initiated. The cantilever arms 16, 19 can be cantilever arms 17 or 20 correspond with which the spacers against the abutments on the angle guide plates can support. The cantilever arms 17 and 20 are per 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 auf dem Schienenfuß 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 Montageerleichterung bei der Vormontage des Gleisrostes und zur Verhinderung des Verschiebens in Schienenrichtung können die Distanzstücke 21, 22 auf der Platte 8 aufgeklebt sein (Anspruch 4).A simpler, approximately rectangular design of the spacers 21, 22 without The rail fastening device provides cantilever arms according to claim 2 (Fig. 3). For this device, however, the clamp 7 must be slightly extended clamp 23 to be replaced to the pressure point of the Lay the clamp on the rail foot 12 closer to the rail web. at this device is the same intermediate plate 8 as in the rail fastening used for the basic rail type 9. The spacers 21, 22 are on the intermediate plate 8 arranged. To make assembly easier during pre-assembly of the track grate and to prevent displacement in the direction of the rail the spacers 21, 22 can be glued to the plate 8 (claim 4).

    Eine Variante zur Vorrichtung nach Anspruch 2 (Fig. 3) stellt die Vorrichtung gemäß Fig.4 dar.The device represents a variant of the device according to claim 2 (FIG. 3) according to Fig. 4.

    Bei dieser Schienenbefestigungsvorrichtung (Fig.4) 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 Höhe 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 (Fig. 3) erforderlich.The intermediate plate is limited in this rail fastening device (FIG. 4) 33 in 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 down to the surface of the sleeper concrete. Even with this attachment is one extended tension clamp 23 as in the embodiment according to claim 2 (Fig. 3) 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. 5 und 6). Dieser Riegel 43 verhindert auch das Herauswandem 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 at the pre-assembly of the track gratings or those equipped with the fastening device The spacers can be sleepers in mounting frames that are rectangular under supervision 40 be united. The frame 40 points perpendicular to Threshold axis in the joints 13, 14 bars 41 and 42 and outside in addition to the threshold 1 below the rail foot 12 parallel to the threshold axis extending bolt 43 on (Fig. 5 and 6). This bolt 43 also prevents this Removing the spacers 31 and 32 and the intermediate plate 33 below Operating stress.

    Claims (8)

    1. Kit for fixing rails (9,11) to sleepers (1) in rail-guided carriageways, consisting of an intermediate plate (8, 33) under the rail foot, angle guide plates (6), which support the rail foot on both sides immovably against the base (2) of a groove and/or a shoulder (3) on the sleeper, clamping grips (7, 23), which push the rail foot down resiliently between the guide plates, and rail fixing screws (5), which may be anchored in dowels (4) in the sleeper, in order to hold the guide plates and clamps immovably on the sleeper, the kit permitting the use of at least two rail types (9, 11) with a different width of foot (10 or 12) but the same track width on a sleeper,
      wherein the dowels (4) for the rail fixing screws (5) are so disposed in the sleeper (1) that their fitting corresponds to the reference position of the angle guide plates (6) as a lateral abutment for the rail type (9) with the widest rail foot (10) and the intermediate plate (8, 33), the angle guide plates (6), the clamping grips (7, 23) and the rail fixing screws (5) likewise are provided according to this rail type,
      wherein the kit further comprises spacer blocks (15, 18), whereby the wider joints (13, 14) arising laterally between the rail foot and the angle guide plates (6) and over the intermediate plate (8) when the type of rail (11) is used which has narrower rail foot (12) can be closed non-positively by spacer blocks (15, 18),
      wherein the spacer blocks (15, 18) have at least one first jib (16, 19) oriented towards the rail foot and contrarily oriented second jibs (17, 20), the first jib (16, 19) overlapping an adjacent region of the rail foot (12) and touching the same in least at one point, and the contrarily oriented second jibs (17, 20) overlapping an adjacent region of the angle guide plates (6) and touching these in at least one point
      and wherein clamping grips (7) push on the spacer blocks (15, 18) in the fitted state and thus directly hold down the rail foot (12).
    2. Kit for fixing rails (9, 11) to sleepers (1) in rail-guided carriageways, consisting of an intermediate plate (8, 33) under the rail foot, angle guide plates (6), which support the rail foot on both sides immovably against the base (2) of a groove and/or a shoulder (3) on the sleeper, clamping grips (7, 23), which push the rail foot down resiliently between the guide plates, and rail fixing screws (5), which may be anchored in dowels (4) in the sleeper, in order to hold the guide plates and clamps immovably on the sleeper, the kit permitting the use of at least two rail types (9, 11) with a different width of foot (10 or 12) but the same track width on a sleeper,
      wherein the dowels (4) for the rail fixing screws (5) in the sleeper (1) are disposed in a position which corresponds to the reference position for the position of the angle guide plates (6) as a lateral abutment for the rail type (9) with the widest rail foot (10),
      wherein the kit further comprises spacer blocks (21, 22) with which, when the rail type (11) having a narrower rail foot (12) with the same track width is used, wider joints (13, 14) arising between the rail foot and the angle guide plates (6) can be non-positively closed and
      wherein the clamping grips (23) overlap the spacer blocks (21, 22) in the fitted state and hold down the foot (12) of the rail (11).
    3. Kit according to claim 2, characterised in that the intermediate plate (8) is so formed that it extends as far as the angle guide plates (6).
    4. Kit according to claim 3, characterised in that the spacer blocks (21, 22) may be adhered to the intermediate plate (8).
    5. Kit according to one of claims 1 to 4, characterised in that the spacer blocks (15, 18 and 21, 22 and 31, 32 respectively) are joined one below another in an assembly frame and have bolts (41 and 42 respectively) extending perpendicular to the sleeper axis in the joints (13, 14) and bolts (43) extending on the outside next to the sleeper, wherein the bolts (41, 42) extending perpendicular to the sleeper axis extend over the sleeper or intermediate plate surface and the bolts (43) parallel to the sleeper axis extend under the rail foot sole.
    6. Kit according to one of claims 2 to 4, characterised in that the spacer blocks (21, 22 and 31, 32 respectively) form with the intermediate plate (8 and 33 respectively) an assembled unit which can be used as a whole.
    7. Kit according to one of claims 1 to 6, characterised in that the material of the spacer blocks is steel.
    8. Kit according to one of claims 1 to 6, characterised in that the material of the spacer blocks is a suitable plastics material, e.g. 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 EP0962592A1 (en) 1999-12-08
    EP0962592B1 true EP0962592B1 (en) 2004-04-14

    Family

    ID=7869565

    Family Applications (1)

    Application Number Title Priority Date Filing Date
    EP99110330A Expired - Lifetime EP0962592B1 (en) 1998-05-30 1999-05-28 Adjustable rail fixation

    Country Status (3)

    Country Link
    EP (1) EP0962592B1 (en)
    AT (1) ATE264429T1 (en)
    DE (2) DE19824458C2 (en)

    Cited By (3)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    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
    EP2133467A1 (en) 2008-06-13 2009-12-16 Wirthwein AG Laterally adjustable fixing of a rail to a sleeper
    CN101466898B (en) * 2006-06-14 2013-01-02 沃斯洛工厂有限公司 Device for positionally securing and guiding rails

    Families Citing this family (10)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    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
    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
    FR2878867B1 (en) * 2004-12-02 2007-04-20 Railtech Internat Sa DEVICE AND METHOD FOR ATTACHING RAIL TO A FIXED SUPPORT
    WO2007082553A1 (en) * 2006-01-21 2007-07-26 Vossloh-Werke Gmbh System for fixing a rail
    DE102007045709B3 (en) * 2007-09-24 2009-04-30 Rail.One Gmbh Concrete sleeper and method for regulating the position of rails
    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
    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
    CN114290259B (en) * 2021-12-24 2023-04-07 武汉大学 Self-adaptive clamp and clamping method for water jet repairing test of different types of steel rails

    Family Cites Families (8)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    US1510338A (en) * 1921-03-05 1924-09-30 Chicago Malleable Castings Com Railway-tie plate
    DE1257817B (en) * 1965-11-25 1968-01-04 Meier Hermann Dr Ing Rail fastening on concrete sleepers or the like.
    DE2347794A1 (en) * 1973-09-22 1975-04-10 Beton & Monierbau Ag Rail-level-correctable sleeper tie-plates - have play allowed in cut outs holding fitting-pieces with offset centre-line holes
    US4193544A (en) * 1975-06-30 1980-03-18 Kins Developments Limited Rail clip assemblies
    GB2214545A (en) * 1988-01-22 1989-09-06 Clive Ernest Hereward Rail fastening assembly
    DE3918091A1 (en) * 1989-06-02 1990-12-06 Vossloh Werke Gmbh RAIL FASTENING ON CONCRETE SLEEPERS OD. DGL. USING ELASTIC TENSIONING CLAMPS
    US5221044A (en) * 1991-12-19 1993-06-22 Guins Sergei G Rail fastening system with gage adjustment means
    DE19608823C1 (en) * 1996-03-07 1997-05-22 Krupp Ag Hoesch Krupp Laterally adjustable sprung rail fixture

    Cited By (5)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    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
    CN101466898B (en) * 2006-06-14 2013-01-02 沃斯洛工厂有限公司 Device for positionally securing and guiding rails
    EP2133467A1 (en) 2008-06-13 2009-12-16 Wirthwein AG Laterally adjustable fixing of a rail to a sleeper
    DE102008028092A1 (en) 2008-06-13 2009-12-17 Wirthwein Ag Side adjustable rail fastening
    US8757510B2 (en) 2008-06-13 2014-06-24 Wirthwein Ag Laterally displaceable rail fastening

    Also Published As

    Publication number Publication date
    ATE264429T1 (en) 2004-04-15
    EP0962592A1 (en) 1999-12-08
    DE59909145D1 (en) 2004-05-19
    DE19824458C2 (en) 2001-06-28
    DE19824458A1 (en) 1999-12-09

    Similar Documents

    Publication Publication Date Title
    EP0962592B1 (en) Adjustable rail fixation
    DE3720381A1 (en) DEVICE FOR FASTENING RAILWAY RAILS ON FIXED ROADWAY
    DE202006020567U1 (en) System for fastening a rail
    DE19519745C2 (en) Ballastless track superstructure
    DE1906690C3 (en) Level crossing at the same level as the rails
    EP0639672B1 (en) Sleepers with connection system to a girder of a steel railroad bridge
    CH715209B1 (en) Track transition unit between a ballast track section and a ballastless track section.
    DE10139198A1 (en) Mounting for direction change points, at the rails of a railway permanent way, has elastic supports for the rails on the crossties
    DE10016015A1 (en) Superstructure tongue device
    EP0937816B1 (en) Rail fixation with lateral support
    DE3440247A1 (en) SHUTTERING FOR PRE-FABRIC PRODUCTS IN STEEL CONCRETE, PRESERVED FOR PRELOAD TURNTABLE SLEEPERS
    DE19842312C1 (en) Sleeper frame for railway bedding
    EP0664359A1 (en) Tongue device for a grooved rail
    EP0215980A1 (en) A grating bar-type bridging device for expansion joints in bridges
    EP0468018B1 (en) Process for constant-gauge laying of at least three tracks laid a short distance apart
    EP0948679B1 (en) Substructure for a railway vehicle track formed from rails
    EP1530660A1 (en) Track for magnetically levitated trains
    EP3792396B1 (en) Frame for a railway covering for a solid track
    DE10128844B4 (en) Device for fastening rails on a solid surface
    DE102004045320B4 (en) Threshold composite block and switch for railroad tracks
    DE10152601A1 (en) Railway track cover comprises panels or grids mounted on either side of and between the rails on U-profiled supports attached to base plates fitting under rails and held in position by L-profiles
    DE3108532A1 (en) Fastening for bridge beams on the supports of steel bridges
    EP0739436A1 (en) Rail seat
    AT409769B (en) TOP CONSTRUCTION FOR RAILWAYS
    DE850457C (en) Overhead fastening made of reinforced concrete slabs for track systems

    Legal Events

    Date Code Title Description
    PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

    Free format text: ORIGINAL CODE: 0009012

    AK Designated contracting states

    Kind code of ref document: A1

    Designated state(s): AT BE CH DE DK ES FI FR GB GR IE IT LI LU NL PT SE

    AX Request for extension of the european patent

    Free format text: AL;LT;LV;MK;RO;SI

    17P Request for examination filed

    Effective date: 19991022

    AKX Designation fees paid

    Free format text: AT BE CH DE DK ES FI FR GB GR IE IT LI LU NL PT SE

    RAP1 Party data changed (applicant data changed or rights of an application transferred)

    Owner name: PFLEIDERER INFRASTRUKTURTECHNIK GMBH & CO. KG

    17Q First examination report despatched

    Effective date: 20030127

    GRAP Despatch of communication of intention to grant a patent

    Free format text: ORIGINAL CODE: EPIDOSNIGR1

    GRAS Grant fee paid

    Free format text: ORIGINAL CODE: EPIDOSNIGR3

    GRAA (expected) grant

    Free format text: ORIGINAL CODE: 0009210

    AK Designated contracting states

    Kind code of ref document: B1

    Designated state(s): AT BE CH DE DK ES FI FR GB GR IE IT LI LU NL PT SE

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: IT

    Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

    Effective date: 20040414

    Ref country code: IE

    Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

    Effective date: 20040414

    Ref country code: FI

    Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

    Effective date: 20040414

    REG Reference to a national code

    Ref country code: GB

    Ref legal event code: FG4D

    Free format text: NOT ENGLISH

    REG Reference to a national code

    Ref country code: CH

    Ref legal event code: EP

    REG Reference to a national code

    Ref country code: SE

    Ref legal event code: TRGR

    REG Reference to a national code

    Ref country code: CH

    Ref legal event code: NV

    Representative=s name: ISLER & PEDRAZZINI AG

    REF Corresponds to:

    Ref document number: 59909145

    Country of ref document: DE

    Date of ref document: 20040519

    Kind code of ref document: P

    REG Reference to a national code

    Ref country code: IE

    Ref legal event code: FG4D

    Free format text: GERMAN

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: LU

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20040528

    Ref country code: AT

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20040528

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: SE

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20040529

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: LI

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20040531

    Ref country code: CH

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20040531

    Ref country code: BE

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20040531

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: GR

    Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

    Effective date: 20040714

    Ref country code: GB

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20040714

    Ref country code: DK

    Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

    Effective date: 20040714

    GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

    Effective date: 20040805

    BERE Be: lapsed

    Owner name: *PFLEIDERER INFRASTRUKTURTECHNIK G.M.B.H. & CO. K.

    Effective date: 20040531

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: NL

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20041201

    Ref country code: DE

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20041201

    REG Reference to a national code

    Ref country code: IE

    Ref legal event code: FD4D

    ET Fr: translation filed
    REG Reference to a national code

    Ref country code: CH

    Ref legal event code: PL

    EUG Se: european patent has lapsed
    NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

    Effective date: 20041201

    EUG Se: european patent has lapsed
    PLBE No opposition filed within time limit

    Free format text: ORIGINAL CODE: 0009261

    STAA Information on the status of an ep patent application or granted ep patent

    Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

    GBPC Gb: european patent ceased through non-payment of renewal fee

    Effective date: 20040714

    26N No opposition filed

    Effective date: 20050117

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: PT

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20040914

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: FR

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20040531

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: ES

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20040531

    REG Reference to a national code

    Ref country code: FR

    Ref legal event code: ST

    Effective date: 20110923