EP0401424A1 - Dispositif de fixation de rail sur des traverses en béton ou similaire par des attaches élastiques - Google Patents

Dispositif de fixation de rail sur des traverses en béton ou similaire par des attaches élastiques Download PDF

Info

Publication number
EP0401424A1
EP0401424A1 EP89118515A EP89118515A EP0401424A1 EP 0401424 A1 EP0401424 A1 EP 0401424A1 EP 89118515 A EP89118515 A EP 89118515A EP 89118515 A EP89118515 A EP 89118515A EP 0401424 A1 EP0401424 A1 EP 0401424A1
Authority
EP
European Patent Office
Prior art keywords
rail
clamp
tension clamp
guide plate
sleeper
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.)
Granted
Application number
EP89118515A
Other languages
German (de)
English (en)
Other versions
EP0401424B1 (fr
Inventor
Helmut Eisenberg
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.)
Vossloh Werke GmbH
Original Assignee
Vossloh Werke GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Vossloh Werke GmbH filed Critical Vossloh Werke GmbH
Publication of EP0401424A1 publication Critical patent/EP0401424A1/fr
Application granted granted Critical
Publication of EP0401424B1 publication Critical patent/EP0401424B1/fr
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
    • 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

Definitions

  • the invention relates to a rail fastening on concrete sleepers or the like.
  • a rail fastening also known as HM rail fastening
  • HM rail fastening is described, for example, in DE-PS 12 61 151 (Meier) and DE-PS 19 54 008 (Münch).
  • the HM fastening has proven its worth at home and abroad since its introduction.
  • the very simple construction and the firm and permanent frictional connection of all parts require little effort for track maintenance and thus low maintenance costs.
  • the useful life of all fasteners has also been found to be good, since due to the permanent and elastic bracing on all fasteners there is little wear.
  • the intermediate parts between the rail and the concrete sleeper, the angle guide plates, the tension clamps, the sleeper screws and the plastic dowels used in the concrete sleeper for the sleeper screws count as fastening parts.
  • a suitable angle guide plate for the HM rail fastening is described for example in DE-PS 32 43 895 by the applicant.
  • This preassembly in which the tension clamps were thus fixed in the preassembly position by 180 ° relative to their mounting position, required a loosening of the sleeper screw to manually turn the tension clamp by 180 °, whereby the free ends came to rest on the rail foot and the outer arches of the tension clamp facing away from the rail foot in the groove of the upward-opening angular profile. In this position, the tension clamp was fixed on the concrete sleeper using the sleeper screw.
  • the object of the invention is achieved with a rail fastening of the type mentioned by means of the features of the characterizing part of patent claim 1. Further configurations of the new rail fastening result from the subclaims.
  • the special shape of the new clamping bracket, together with the adapted angle guide plate, enables easy pre-assembly and a simple transition from pre-assembly to the assembly position after inserting the rail onto the track. It is only necessary to push the tension clamp out of its pre-assembly into its final assembly position and to tighten the sleeper screw.
  • the arches of the tension clamp facing away from the rail foot slide into the groove of the angle guide plate, while the free ends slide out of the corresponding recesses in the rib of the angle guide plate onto the rail foot.
  • the rail fastening according to the invention is shown on the left half in the assembly position and on the right half in the pre-assembly position, specifically in FIG. 1 in a central longitudinal section through the concrete sleeper 4 and in FIG. 2 in a plan view, however the concrete sleeper omitted and the rail 1 outside the clamps 6, 6 'is cut off.
  • the left side shows the outside of the track and the right side shows the inside of the track; the rail 1 is thus mounted in the outside of the track and shown pre-assembled in the inside of the track.
  • all parts are also insofar as they are in the pre-assembled position with an apostrophe ('), while the pure numbers are used in the mounting position.
  • the rail 1 which is shown here using the example of the known rail profile UIC 60, by means of an intermediate layer 2 on the concrete sleeper 4 between the two angle guide plates 3, the rail axis in a known manner in one of the ratio defined for the respective path, e.g. 1:40, is inclined into the interior of the track.
  • the angle guide plates 3 each have a longitudinal rib 3a.
  • the longitudinal ribs 3a rest on the rail feet 1a on both sides.
  • the angle guide plates 3 lie in adapted recesses in the concrete sleeper 4, which extend over the entire sleeper width or a part thereof.
  • the free ends 6a of the tension clamp 6 press on the left rail foot 1a, the middle part 6e of the tension clamp 6 coming to lie at a slight distance a in a known manner above the rail foot 1a.
  • the head 5b of the sleeper screw 5 rests on the flats 9 in the region of the inner legs 6d of the tensioning clamp, possibly by means of the washer 7.
  • the sleeper screw 5 is screwed into the plastic dowel 8 located in the concrete sleeper 4 in a known manner by means of a torque wrench which engages the square head 5c of the sleeper screw 5 until the desired clamping force and the distance a is established.
  • the rear support arches 6c of the tension clamp 6 are supported in the guide groove 3e of the angle guide plate 3.
  • the pre-assembly position is shown in section and in plan view.
  • the long shape of the inner legs 6d of the tension clamp 6 makes it possible to easily move the tension clamp from the pre-assembly position 6 'into the assembly position 6 without twisting, the free ends 6a' from their pre-assembly position in the recesses 3b in the ribs 3a of the angle guide plate 3 slide over the inclined surfaces 3g on the upper edge of the rib 3a adjacent to the rail foot on the rail foot 1a and are shifted on the rail foot 1a in the region of the slight incline until the rear support bends 6c 'in their position 6c on the bottom of the guide trough 3e Angle guide plate 3 come to rest.
  • the transition from the pre-assembly position to the assembly position is achieved with the modified tension clamp 10 according to FIGS. 11 to 13 and the angle guide plate 12 according to FIGS. 14 to 16.
  • the plastic stops 14i which hold the tension clamp in its pre-assembly position, are kinked or torn off.
  • These rail-side elevations shown in FIG. 18, which serve as stops for the tensioning clamp, can be provided with a target drilling point in order to facilitate the kinking or tearing off at the correct point.
  • the special shape of the new tension clamp 6 enables the simplified sliding assembly described.
  • the shape of the tension clamp 6 can be seen particularly well from FIGS. 3 to 6. 3 that the free ends 6a of the tension clamp 6 lie outside the projection of the U-shaped middle part 6e and 6d, which is greatly elongated compared to known tension clamps SKL-1.
  • the outer legs 6b as can be seen in FIG. 3 sees, widened somewhat obliquely in relation to the inner legs 6d in the direction of the rail foot, so that a sufficient length of the spring steel material of the tension clamp is provided in the free ends 6a.
  • the angle guide plate 3 has special outer recesses 3b for the free ends 6a of the tension clamp 6 'in the preassembly position. In this position, as can be seen from the right-hand side of FIG. 2, the free ends 6a 'rest in these special recesses 3b, the shape of which is adapted to the shape of the free ends 6a', while the rear support arches 6c 'lie outside the angle guide plate 3 lie on the surface of the concrete sleeper 4.
  • the transition from the Preassembly into the assembly position is done by simply pushing the tension clamp orthogonal to the axis of the rail 1 in the direction of the rail, the rear support arches 6c 'sliding into position 6c on the bottom of the guide trough 3c of the angle guide plate, while the free ends 6a' into the position 6a arrive on the rail foot 1a and are fastened there in the manner described above.
  • the stops 14i provided on the angle guide plate 14 in the embodiment according to FIG. 18 are kinked or torn off.
  • a somewhat modified variant of a tension clamp 10 is shown, which is also suitable for performing the sliding assembly according to the invention in a simple manner without twisting the tension clamps on concrete sleepers.
  • the tension clamp 10 of FIG. 11 with the tension clamp 6 according to FIG. 3, ie when comparing the top views of the tension clamps, is the U-shaped central region of the tension clamp, which consists of the middle part 10e and the two inner legs 10d, compared to the above variant changed so that this area is not U-shaped, but that the two U-legs 10d1 in the transition area to the rear support arches 10c, ie in the sections 10d2 to the distance Bring B closer together.
  • This distance B is smaller than the distance A in the area of the parallel inner legs 10d 1, in which area the shaft 5a of the sleeper screw 5 is located. In this way it is ensured that the tension clamp 10 'is held captive on the concrete sleeper in the preassembly position even when the sleeper screw 5 is not tightened.
  • This design also represents sure that the tension clamp 10, when moving from its pre-assembly position 10 'into the assembly position 10, cannot leave the area of the constriction for the sleeper screw 5, and with its rear support arches 10c securely in the guide channel (3e, 12e, 13e or 14e ) the angle guide plate used comes to rest.
  • the flats 11 follow the shape of the inner leg parts 10d1 and 10d2 and serve to support the head 5b of the sleeper screw with the washer 7th
  • the tension clamp 10 is positioned exactly in the pre-assembly position, i.e. it lies securely in the receiving opening 12b or in the receiving groove 13b or in the depressions of the angle guide plates 12, 13 and 14 delimited by the stops 14i.
  • FIG. 11 follows from pulling in the profile of the clamp in the areas 10d2 to the minimum distance B at the same time an approximation of the rear support arches 10C, so that the support points of these arches in the guide groove 3e of the angle guide plate 3 move closer together. It follows first of all a somewhat different shape for the tension clamp in the area of the outer legs, namely a subdivision into the free ends 10a of adjacent sections 10b 1 of the outer legs and in the rear support arches 10C adjacent sections of the outer legs 10b 2 as is readily apparent from the top view of FIG. 11 is recognizable.
  • this shape also enables the angle guide plate to be modified, as shown in FIGS. 14 to 16.
  • the moving of the support points into the rear support arch means 10C namely, that the angular guide plate 12, which has been modified compared to the angular guide plate 3, can be considerably shortened in the region of its guide groove 12e, as a result of which material can be saved in a desired manner without the function and strength, ie reliability, of the angular guide plate 12 being impaired in relation to the larger angular guide plate 3.
  • material can also be saved in the area opposite the channel, as can be seen from the cross section according to FIG. 16. Overall, this means a material saving of approximately 30% for the embodiment of the angle guide plate 12 compared to the angle guide plate 3 with the same basic dimensions.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Clamps And Clips (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Connection Of Plates (AREA)
  • Paper (AREA)
  • Flanged Joints, Insulating Joints, And Other Joints (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Bridges Or Land Bridges (AREA)
  • Adornments (AREA)
EP89118515A 1989-06-02 1989-10-05 Dispositif de fixation de rail sur des traverses en béton ou similaire par des attaches élastiques Expired - Lifetime EP0401424B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE3918091 1989-06-02
DE3918091A DE3918091A1 (de) 1989-06-02 1989-06-02 Schienenbefestigung auf betonschwellen od. dgl. mittels elastischer spannklemmen
DE8906790U DE8906790U1 (de) 1989-06-02 1989-06-02 Schienenbefestigung auf Betonschwellen od.dgl. mittels elastischer Spannklemmen

Publications (2)

Publication Number Publication Date
EP0401424A1 true EP0401424A1 (fr) 1990-12-12
EP0401424B1 EP0401424B1 (fr) 1994-01-05

Family

ID=39386415

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89118515A Expired - Lifetime EP0401424B1 (fr) 1989-06-02 1989-10-05 Dispositif de fixation de rail sur des traverses en béton ou similaire par des attaches élastiques

Country Status (32)

Country Link
US (1) US5096119A (fr)
EP (1) EP0401424B1 (fr)
JP (1) JPH0768681B2 (fr)
KR (1) KR0142083B1 (fr)
CN (1) CN1032023C (fr)
AT (1) ATE99752T1 (fr)
BA (1) BA97171A (fr)
BR (1) BR9002626A (fr)
CA (1) CA2017682C (fr)
CZ (1) CZ280318B6 (fr)
DD (1) DD291593A5 (fr)
DE (3) DE8906790U1 (fr)
DK (1) DK171370B1 (fr)
DZ (1) DZ1421A1 (fr)
EG (1) EG19416A (fr)
ES (1) ES2049788T3 (fr)
FI (1) FI93888C (fr)
HK (1) HK1002813A1 (fr)
HU (1) HU212087B (fr)
IE (1) IE64250B1 (fr)
IL (1) IL94532A (fr)
LT (1) LT3154B (fr)
LV (1) LV10320B (fr)
NO (1) NO176618C (fr)
NZ (1) NZ233843A (fr)
PL (1) PL163797B1 (fr)
PT (1) PT94232B (fr)
RO (1) RO105840B1 (fr)
RU (1) RU1831542C (fr)
SK (1) SK279100B6 (fr)
TR (1) TR24610A (fr)
ZA (1) ZA904114B (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5520330A (en) * 1991-12-18 1996-05-28 Pandrol Limited Railway rail-fastening clip and assembly and methods of employing the same
WO1997036055A1 (fr) * 1996-03-27 1997-10-02 Pandrol Limited Ensembles de fixation de rail de chemin de fer comprenant des crapauds de fixation de rail resilients, et isolateurs associes
US5735458A (en) * 1991-12-18 1998-04-07 Pandrol Limited Fastening railway rails
EP1672121A1 (fr) * 2004-12-02 2006-06-21 Railtech International Dispositif et procédé de fixation de rail à un support fixe
FR2881446A1 (fr) * 2005-02-03 2006-08-04 Railtech Internat Sa Attache en fil a points d'appui alignes
BG1330U1 (bg) * 2010-01-20 2010-06-30 Георги Бахаров Еластично подложно скрепление за железен път в криви
DE202020102534U1 (de) 2019-05-07 2020-06-05 Deutsche Bahn Aktiengesellschaft Gleisbaumaschine

Families Citing this family (53)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4116306A1 (de) * 1991-05-15 1992-11-19 Salzgitter Peine Stahlwerke Vormontierbare schienenbefestigung
GB2261005B (en) * 1991-09-20 1996-04-24 Yellapragada Sambasiva Rao Rail fastening assembly
US5203501A (en) * 1992-01-21 1993-04-20 Etablissements Vape Device for fixing a rail onto a slab of concrete
DE4238757C2 (de) * 1992-11-10 2000-12-14 Deutsche Bahn Ag Positioniereinrichtung
DE4432257C1 (de) * 1994-09-10 1996-03-07 Zueblin Ag Schienenbefestigung
AT2423U1 (de) * 1994-09-10 1998-10-27 Zueblin Ag Schienenbefestigung
DE19607339A1 (de) * 1996-02-27 1997-08-28 Vossloh Werke Gmbh Vorrichtung zur hochelastischen Befestigung von Eisenbahn-Schienen auf Standard-Betonschwellen
EP0808946B1 (fr) * 1996-05-21 2002-03-27 Vossloh-Werke GmbH Fixation de rail
SE9800106D0 (sv) * 1998-01-19 1998-01-19 Swerrac Ab Rälsbundet transportsystem
DE19824458C2 (de) * 1998-05-30 2001-06-28 Pfleiderer Infrastrukturt Gmbh Vorrichtung zur Befestigung von Schienen auf Schwellen bei schienengeführten Verkehrswegen
GB2360539B (en) 2000-03-24 2003-06-25 Pandrol Ltd Electrically insulating rail pad
KR20020092132A (ko) * 2001-06-02 2002-12-11 한국철도기술연구원 탄성레일체결장치 및 체결방법
DE10262248B4 (de) * 2002-11-22 2012-11-08 Vossloh-Werke Gmbh Befestigung für eine Schiene für Schienenfahrzeuge
DE10254679B4 (de) * 2002-11-22 2007-10-25 Vossloh-Werke Gmbh Winkelführungsplatte für die Befestigung von Schienen für Schienenfahrzeuge
DE102004033724B3 (de) * 2004-07-13 2005-10-27 Vossloh-Werke Gmbh System zum Befestigen einer Schiene für Schienenfahrzeuge
DE102004033726A1 (de) * 2004-07-13 2006-02-09 Vossloh-Werke Gmbh Winkelführungsplatte für die Befestigung einer Schiene und System zur Befestigung einer Schiene
DE102005048829A1 (de) * 2004-12-09 2006-06-29 SCHWIHAG GESELLSCHAFT FüR EISENBAHNOBERBAU MBH Kraftschlüssig-elastische Schienenbefestigung für Gleisanlagen
DE102005058444B3 (de) * 2005-12-07 2007-04-26 Db Netz Ag Befestigungsmittel für Bahnschienen
DE102006001145A1 (de) * 2006-01-06 2007-07-12 Bwg Gmbh & Co. Kg Schienenbefestigung
DE202006009340U1 (de) * 2006-06-14 2006-08-17 Seifert, Dietrich Vorrichtung zur Lagesicherung und Führung von Schienen
DE102007025708B4 (de) 2007-06-01 2009-06-18 Schwihag Ag Kraftschlüssige elastische Schienenbefestigung für Gleisanlagen
DE102007045466B3 (de) * 2007-09-21 2009-08-06 Vossloh-Werke Gmbh System zum Befestigen einer Schiene
DE102007053901B3 (de) * 2007-11-09 2009-05-20 Db Netz Ag Vorrichtung zur Montage und Demontage eines Befestigungsmittels, insbesondere eines Schienenbefestigungsmittels auf einem Tragkörper
HRP20070525A2 (hr) 2007-11-15 2010-02-28 Debeljak Tomislav Elastična kopča i postupak pričvrščivanja tračnica na željezničke pragove
DE102008008975B3 (de) * 2008-02-13 2009-09-17 Rail.One Gmbh Vorrichtung zur Befestigung einer Schiene auf einem Träger
DE102008028093A1 (de) * 2008-06-13 2009-12-17 Wirthwein Ag Stützpunkt und Befestigung für Schienen auf einer Holzschwelle
DE202008012236U1 (de) * 2008-07-09 2009-04-23 Vossloh-Werke Gmbh Winkelführungsplatte und System zum Befestigen einer Schiene
EP2204494A1 (fr) * 2008-12-29 2010-07-07 Vossloh-Werke GmbH Pince de serrage élastique et fixation de rails correspondante
DE102009041112B4 (de) 2009-09-15 2014-10-30 Vossloh-Werke Gmbh System zum Befestigen einer Schiene und Befestigung einer Schiene
GB2476460B (en) * 2009-12-22 2016-01-13 Pandrol Ltd Railway rail fastening apparatus
FR2959249B1 (fr) 2010-04-23 2012-11-02 Railtech Int Systeme de fixation de rail a attache elastique
EP2386687B1 (fr) * 2010-05-10 2013-11-20 Vossloh-Werke GmbH Plaque de guidage pour le guidage latéral d'un rail et système de fixation d'un rail sur un sous-sol
ES2533994T3 (es) * 2010-07-19 2015-04-16 Schwihag Ag Sistema de fijación de carriles
EP2609257A1 (fr) * 2010-08-24 2013-07-03 Vossloh-Werke GmbH Plaque support d'un système de fixation de rail, système de fixation d'un rail et procédé d'assainissement d'un point de fixation de rail
US9045866B2 (en) 2010-11-04 2015-06-02 Vossloh-Werke Gmbh Tensioning clamp for fastening a rail and system equipped with a tensioning clamp of this type
US8844836B2 (en) * 2010-11-04 2014-09-30 Vossloh-Werke Gmbh Rail clamp for attaching a rail and system provided with a rail clamp of this type
DE102010050199A1 (de) * 2010-11-04 2012-05-10 Vossloh-Werke Gmbh Spannklemme zum Befestigen einer Schiene und mit einer solchen Spannklemme ausgestattetes System
DE202010016149U1 (de) * 2010-11-04 2011-02-17 Vossloh-Werke Gmbh Spannklemme zum Befestigen einer Schiene und mit einer solchen Spannklemme ausgestattetes System
DE102010060745A1 (de) * 2010-11-23 2012-05-24 Vossloh-Werke Gmbh Führungsplatte zum seitlichen Führen einer Schiene und System zum Befestigen einer Schiene
DE102011003216B4 (de) 2011-01-26 2019-09-19 Hyperion Verwaltung Gmbh Befestigung für Schienen auf entlang eines Schienenweges verlegten Schwellen
US9290888B2 (en) 2011-06-10 2016-03-22 Schwihag Ag Rail-fastening system
ITMI20111190A1 (it) * 2011-06-29 2012-12-30 Monteferro S P A Guida per ascensori, montacarichi e similari, nonché metodo per realizzare tale guida
CZ23382U1 (cs) 2011-12-20 2012-02-06 DT - Výhybkárna a strojírna, a.s. Podkladnicová sestava pro upevnení kolejnic
BR112015016724B1 (pt) 2013-01-14 2021-12-07 Greenrail S.R.L. Dormente ferroviário de compósito e via férrea compreendendo dormente ferroviário de compósito
CA2922101C (fr) 2013-08-21 2021-09-28 Lewis Bolt & Nut Company Systeme de fixation de traverses de pont
DE102013110288A1 (de) * 2013-09-18 2015-03-19 Vossloh-Werke Gmbh Plattenelement für einen Befestigungspunkt, in dem eine für Schienenfahrzeuge vorgesehene Schiene befestigt ist, und Befestigungspunkt
KR101585754B1 (ko) * 2014-01-13 2016-01-18 백승희 수경재배 화분
RU2584406C1 (ru) * 2015-04-02 2016-05-20 Владимир Павлович Акимов Вставка промежуточного рельсового скрепления
GB2552817A (en) 2016-08-11 2018-02-14 Pandrol Ltd Improved screwed fastening system for railway rails
EP3293308B1 (fr) * 2016-09-10 2019-05-01 SSL Stahlbeton-Schwellenwerk Linz GmbH Système de fixation pour rails de chemin de fer sur traverses en béton
PT3541993T (pt) 2016-11-16 2022-03-30 Vossloh Fastening Systems Gmbh Grampo tensor para fixar um carril a uma base
CN111702733B (zh) * 2020-07-30 2023-02-24 宝鸡中车时代工程机械有限公司 一种用于铁路扣件散料车的治具盒
CN112108715B (zh) * 2020-08-03 2022-02-11 福建省泉州市华钻金刚石工具有限公司 一种轨枕切割刀头

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH471283A (de) * 1967-06-01 1969-04-15 Meier Hermann Ing Dr Vorrichtung zur Befestigung von Schienen auf Schwellen, insbesondere Betonschwellen
DE3324225A1 (de) * 1983-07-05 1985-01-24 Vossloh-Werke Gmbh, 5980 Werdohl Befestigungsanordnung fuer schienen auf schwellen
DE3804337C1 (en) * 1988-02-12 1989-02-16 Hoesch Ag, 4600 Dortmund, De Spring clip

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB968128A (en) * 1962-05-02 1964-08-26 Mills James Ltd A new or improved fastening for securing flange footed railway rails to sleepers
DE1261151B (de) * 1966-10-29 1968-02-15 Meier Hermann Dr Ing Schienenbefestigung mittels elastischer Klemme
DE3223305A1 (de) * 1982-06-22 1983-12-29 Vossloh-Werke Gmbh, 5980 Werdohl Schienenbefestigung auf betonschwellen oder dergleichen
DE3243895A1 (de) * 1982-11-26 1984-05-30 Vossloh-Werke Gmbh, 5980 Werdohl Befestigungsanordnung fuer schienen auf schwellen
DE3306861A1 (de) * 1983-02-26 1984-09-06 Klöckner-Werke AG, 4100 Duisburg Vorrichtung zur befestigung von schienen auf stahlschwellen
DE3334119C2 (de) * 1983-09-21 1985-07-11 Vossloh-Werke Gmbh, 5980 Werdohl Vorrichtung zur Schienenbefestigung mittels elastischer Spannklemme
DE3400110A1 (de) * 1984-01-04 1985-07-11 Karl Richtberg GmbH & Co. KG, 6530 Bingen Kraftschluessig-elastische schienenbefestigung fuer gleisanlagen
DE8505959U1 (de) * 1985-03-01 1985-06-27 Vossloh-Werke Gmbh, 5980 Werdohl Bausatz zur Befestigung von Schienen
DE3507310A1 (de) * 1985-03-01 1986-09-04 Vossloh-Werke Gmbh, 5980 Werdohl Schienenbefestigung
DE3526653A1 (de) * 1985-07-25 1987-02-05 Vossloh Werke Gmbh Schienenbefestigung mittels einer elastischen spannklemme
US4705215A (en) * 1986-04-17 1987-11-10 Vossloh-Werke Gmbh Arrangement for securing railway rails onto sleepers
DE3619417A1 (de) * 1986-06-10 1987-12-17 Salzgitter Peine Stahlwerke Betonschwelle
DE8706640U1 (de) * 1987-05-08 1987-09-03 Wirthwein, Udo, 6993 Creglingen Führungsplatte
DE3720381A1 (de) * 1987-06-19 1989-01-05 Vossloh Werke Gmbh Vorrichtung zur befestigung von eisenbahnschienen auf fester fahrbahn

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH471283A (de) * 1967-06-01 1969-04-15 Meier Hermann Ing Dr Vorrichtung zur Befestigung von Schienen auf Schwellen, insbesondere Betonschwellen
DE3324225A1 (de) * 1983-07-05 1985-01-24 Vossloh-Werke Gmbh, 5980 Werdohl Befestigungsanordnung fuer schienen auf schwellen
DE3804337C1 (en) * 1988-02-12 1989-02-16 Hoesch Ag, 4600 Dortmund, De Spring clip

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5520330A (en) * 1991-12-18 1996-05-28 Pandrol Limited Railway rail-fastening clip and assembly and methods of employing the same
US5735458A (en) * 1991-12-18 1998-04-07 Pandrol Limited Fastening railway rails
WO1997036055A1 (fr) * 1996-03-27 1997-10-02 Pandrol Limited Ensembles de fixation de rail de chemin de fer comprenant des crapauds de fixation de rail resilients, et isolateurs associes
EP1672121A1 (fr) * 2004-12-02 2006-06-21 Railtech International Dispositif et procédé de fixation de rail à un support fixe
FR2881446A1 (fr) * 2005-02-03 2006-08-04 Railtech Internat Sa Attache en fil a points d'appui alignes
EP1693514A3 (fr) * 2005-02-03 2007-07-25 Railtech International Attache en fil à points d'appui alignés perpendiculaire à la direction du rail
BG1330U1 (bg) * 2010-01-20 2010-06-30 Георги Бахаров Еластично подложно скрепление за железен път в криви
DE202020102534U1 (de) 2019-05-07 2020-06-05 Deutsche Bahn Aktiengesellschaft Gleisbaumaschine

Also Published As

Publication number Publication date
NO176618C (no) 1995-05-03
CA2017682C (fr) 2000-02-22
IL94532A (en) 1992-08-18
NO902457L (no) 1990-12-03
ES2049788T3 (es) 1994-05-01
LT3154B (en) 1995-01-31
JPH03129001A (ja) 1991-06-03
KR910001180A (ko) 1991-01-30
IE64250B1 (en) 1995-07-26
CN1032023C (zh) 1996-06-12
PL285430A1 (en) 1991-01-28
SK279100B6 (sk) 1998-06-03
DE58906650D1 (de) 1994-02-17
DD291593A5 (de) 1991-07-04
HU903292D0 (en) 1990-10-28
KR0142083B1 (ko) 1999-02-18
HUT55453A (en) 1991-05-28
RO105840B1 (ro) 1992-12-30
PT94232B (pt) 1996-12-31
DZ1421A1 (fr) 2004-09-13
BA97171A (bs) 2001-09-14
ATE99752T1 (de) 1994-01-15
AU632580B2 (en) 1993-01-07
FI93888B (fi) 1995-02-28
NO902457D0 (no) 1990-06-01
ZA904114B (en) 1991-06-26
LV10320A (lv) 1994-10-20
PT94232A (pt) 1991-12-31
DE3918091A1 (de) 1990-12-06
EG19416A (en) 1995-02-28
DK8190D0 (da) 1990-01-11
CZ280318B6 (cs) 1995-12-13
RU1831542C (ru) 1993-07-30
IL94532A0 (en) 1991-03-10
LTIP240A (en) 1994-07-15
HU212087B (en) 1996-02-28
FI93888C (fi) 1995-06-12
LV10320B (en) 1995-06-20
AU5612590A (en) 1990-12-06
DE3918091C2 (fr) 1992-01-23
HK1002813A1 (en) 1998-09-18
EP0401424B1 (fr) 1994-01-05
DK171370B1 (da) 1996-09-30
CN1049881A (zh) 1991-03-13
CA2017682A1 (fr) 1990-12-02
NZ233843A (en) 1992-08-26
TR24610A (tr) 1992-01-01
US5096119A (en) 1992-03-17
BR9002626A (pt) 1991-08-20
FI902723A0 (fi) 1990-06-01
IE901974L (en) 1990-12-02
DK8190A (da) 1990-12-03
CS9002698A2 (en) 1991-11-12
PL163797B1 (pl) 1994-05-31
NO176618B (no) 1995-01-23
JPH0768681B2 (ja) 1995-07-26
DE8906790U1 (de) 1989-08-31

Similar Documents

Publication Publication Date Title
EP0401424A1 (fr) Dispositif de fixation de rail sur des traverses en béton ou similaire par des attaches élastiques
EP0295685B1 (fr) Dispositif de fixation de rails de chemin de fer sur voie rigide
DE2649527C2 (de) Spannbügel zur Befestigung von Eisenbahnschienen
DE102008003744B3 (de) Abstützung für ein System zum Befestigen einer Schiene und System zum Befestigen einer Schiene
EP0231304B1 (fr) Fixation de rails par des pinces elastiques de serrage
DE102004033724B3 (de) System zum Befestigen einer Schiene für Schienenfahrzeuge
DE202006020567U1 (de) System zur Befestigung einer Schiene
DE102007046543A1 (de) System zum Befestigen einer Schiene und Spannklemme für ein solches System
EP0194550B1 (fr) Attache de fixation et dispositif de fixation pour rails de chemin de fer
DE102005058444B3 (de) Befestigungsmittel für Bahnschienen
EP0987368A1 (fr) Fixation d'un contre-rail
DE3324225C2 (de) Befestigungsanordnung für Schienen auf Schwellen
EP2609255B1 (fr) Système de fixation de rail
EP0808946A1 (fr) Fixation de rail
EP1524377B1 (fr) Façade
DE102004033723B4 (de) Federelement und System für die Befestigung von Schienen
DE10355700B3 (de) Vorrichtung zum Befestigen von Backenschienen in Weichen
DE3810185A1 (de) Vorrichtung zur beweglichen halterung von rohrleitungen
DE3509473C2 (fr)
DE202004020816U1 (de) Winkelführungsplatte für die Befestigung einer Schiene und System zur Befestigung einer Schiene
WO2012032011A1 (fr) Insert à expansion pour crampon de rail
DE3820243A1 (de) Spannklemme und befestigungsanordnung fuer eisenbahnschienen
LU81085A1 (de) Zur befestigung von eisenbahnschienen auf stahlschwellen geeignetes befestigungssystem
AT390813B (de) Schwellenanker
DD300552A5 (de) Spannelement zur schnellen fixierung einer eisenbahnschiene und schwelle mit einem solchen spannelement

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 ES FR GB GR IT LI LU NL SE

17P Request for examination filed

Effective date: 19910408

17Q First examination report despatched

Effective date: 19911129

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

ITF It: translation for a ep patent filed

Owner name: BARZANO' E ZANARDO MILA

AK Designated contracting states

Kind code of ref document: B1

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

REF Corresponds to:

Ref document number: 99752

Country of ref document: AT

Date of ref document: 19940115

Kind code of ref document: T

REF Corresponds to:

Ref document number: 58906650

Country of ref document: DE

Date of ref document: 19940217

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

Effective date: 19940121

ET Fr: translation filed
REG Reference to a national code

Ref country code: GR

Ref legal event code: FG4A

Free format text: 3010365

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2049788

Country of ref document: ES

Kind code of ref document: T3

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

26N No opposition filed
EAL Se: european patent in force in sweden

Ref document number: 89118515.9

REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: VOSSLOH-WERKE GMBH

Free format text: VOSSLOH-WERKE GMBH#STEINWERTHSTRASSE 4 POSTFACH 1860#D-58791 WERDOHL (DE) -TRANSFER TO- VOSSLOH-WERKE GMBH#STEINWERTHSTRASSE 4 POSTFACH 1860#D-58791 WERDOHL (DE)

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 20080924

Year of fee payment: 20

Ref country code: CH

Payment date: 20080916

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20080916

Year of fee payment: 20

Ref country code: NL

Payment date: 20081017

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20081027

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20081024

Year of fee payment: 20

Ref country code: ES

Payment date: 20081016

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20081014

Year of fee payment: 20

Ref country code: BE

Payment date: 20081029

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20081023

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GR

Payment date: 20080829

Year of fee payment: 20

Ref country code: GB

Payment date: 20081007

Year of fee payment: 20

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: GB

Ref legal event code: PE20

Expiry date: 20091004

BE20 Be: patent expired

Owner name: *VOSSLOH-WERKE G.M.B.H.

Effective date: 20091005

NLV7 Nl: ceased due to reaching the maximum lifetime of a patent
EUG Se: european patent has lapsed
REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20091006

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 EXPIRATION OF PROTECTION

Effective date: 20091006

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 EXPIRATION OF PROTECTION

Effective date: 20091005

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

Ref country code: GB

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20091004