EP0962592B1 - Adjustable rail fixation - Google Patents
Adjustable rail fixation Download PDFInfo
- 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
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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
- E01B9/02—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)
- Bridges Or Land Bridges (AREA)
- Paper (AREA)
- Vehicle Body Suspensions (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
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
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
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 mitgrößter Fußbreite 10,- Fig. 2 bis 4 bei Einbau des
Schienentyps 11 mit geringerer Fußbreite12, - Fig. 1 bei Einbau des
- 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.
- 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 thelargest foot width 10,- 2 to 4 when installing the
rail type 11 with asmaller foot width 12, - 1 when installing the
- 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
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
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
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
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
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
Claims (8)
- 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 pointand wherein clamping grips (7) push on the spacer blocks (15, 18) in the fitted state and thus directly hold down the rail foot (12).
- 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 andwherein the clamping grips (23) overlap the spacer blocks (21, 22) in the fitted state and hold down the foot (12) of the rail (11).
- 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).
- Kit according to claim 3, characterised in that the spacer blocks (21, 22) may be adhered to the intermediate plate (8).
- 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.
- 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.
- Kit according to one of claims 1 to 6, characterised in that the material of the spacer blocks is steel.
- 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.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19824458 | 1998-05-30 | ||
DE19824458A DE19824458C2 (en) | 1998-05-30 | 1998-05-30 | Device for fastening rails to sleepers on rail-guided traffic routes |
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)
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)
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 |
BRPI0621011A2 (en) * | 2006-01-21 | 2011-11-29 | 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)
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 |
DE8906790U1 (en) * | 1989-06-02 | 1989-08-31 | Vossloh-Werke GmbH, 58791 Werdohl | Rail fastening on concrete sleepers or similar using elastic tension 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 |
-
1998
- 1998-05-30 DE DE19824458A patent/DE19824458C2/en not_active Expired - Fee Related
-
1999
- 1999-05-28 EP EP99110330A patent/EP0962592B1/en not_active Expired - Lifetime
- 1999-05-28 DE DE59909145T patent/DE59909145D1/en not_active Expired - Fee Related
- 1999-05-28 AT AT99110330T patent/ATE264429T1/en not_active IP Right Cessation
Cited By (5)
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 |
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