EP0401424B1 - Schienenbefestigung auf Betonschwellen oder dergleichen mittels elastischer Spannklemme - Google Patents

Schienenbefestigung auf Betonschwellen oder dergleichen mittels elastischer Spannklemme Download PDF

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Publication number
EP0401424B1
EP0401424B1 EP89118515A EP89118515A EP0401424B1 EP 0401424 B1 EP0401424 B1 EP 0401424B1 EP 89118515 A EP89118515 A EP 89118515A EP 89118515 A EP89118515 A EP 89118515A EP 0401424 B1 EP0401424 B1 EP 0401424B1
Authority
EP
European Patent Office
Prior art keywords
rail
guide plate
tension clamp
angled guide
tension
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
EP89118515A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0401424A1 (de
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/de
Application granted granted Critical
Publication of EP0401424B1 publication Critical patent/EP0401424B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/02—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 fastener or the like preassembled on concrete sleepers.
  • a rail fastener of this type is known from DE-A-34 00 110.
  • kit for fastening rails with a mounting plate that can be mounted on a threshold and has guide ribs for the rail foot, with anchoring openings provided in the area of the guide ribs for one hook screw each for tightening one onto the
  • the tension clamp acting on the rail foot can also assume a pre-assembly position from which it can be moved orthogonally onto the rail foot without twisting into the final assembly position.
  • the pre-assembly state that can be achieved with this kit is so unstable due to the selected construction that the tension clamps can fall out of the pre-assembly position with a slight push.
  • 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 mounting position and on the right half in the pre-mounting 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 is omitted and the rail 1 is cut off outside the tension clamps 6, 6 '.
  • 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 track exterior and shown pre-assembled in the track interior.
  • all parts are also insofar as they are in the pre-assembled position with an apostrophe ('), while in the mounting position the pure numbers are used.
  • 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 in a known manner into the plastic dowel 8 located in the concrete sleeper 4 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 arches 6c 'in their position 6c on the bottom of the guide trough 3e Angle guide plate 3 come to rest.
  • the transition from the preassembly position into 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 predetermined breaking 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 the known tension clamps SKL-1.
  • the outer legs 6b are, 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 Pre-assembly 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 bends 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 base 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 carrying out the slide 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, that is to say when the plan views of the tension clamps are compared, the U-shaped central region of the tension clamp is made up of the middle part 10e and the two inner legs 10d, compared to the previously described 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 tensioning clamp 10 'is held captively 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 thereby safely with its rear support arches 10c 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 tensioning clamp 10 is exactly positioned 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.
  • this shape also allows 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 10c means namely, that the angular guide plate 12, which has been modified in relation 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 compared 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)
  • Bridges Or Land Bridges (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Adornments (AREA)
  • Flanged Joints, Insulating Joints, And Other Joints (AREA)
  • Paper (AREA)
  • Connection Of Plates (AREA)
EP89118515A 1989-06-02 1989-10-05 Schienenbefestigung auf Betonschwellen oder dergleichen mittels elastischer Spannklemme Expired - Lifetime EP0401424B1 (de)

Applications Claiming Priority (3)

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

Publications (2)

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

Family

ID=39386415

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89118515A Expired - Lifetime EP0401424B1 (de) 1989-06-02 1989-10-05 Schienenbefestigung auf Betonschwellen oder dergleichen mittels elastischer Spannklemme

Country Status (32)

Country Link
US (1) US5096119A (sv)
EP (1) EP0401424B1 (sv)
JP (1) JPH0768681B2 (sv)
KR (1) KR0142083B1 (sv)
CN (1) CN1032023C (sv)
AT (1) ATE99752T1 (sv)
BA (1) BA97171A (sv)
BR (1) BR9002626A (sv)
CA (1) CA2017682C (sv)
CZ (1) CZ280318B6 (sv)
DD (1) DD291593A5 (sv)
DE (3) DE3918091A1 (sv)
DK (1) DK171370B1 (sv)
DZ (1) DZ1421A1 (sv)
EG (1) EG19416A (sv)
ES (1) ES2049788T3 (sv)
FI (1) FI93888C (sv)
HK (1) HK1002813A1 (sv)
HU (1) HU212087B (sv)
IE (1) IE64250B1 (sv)
IL (1) IL94532A (sv)
LT (1) LT3154B (sv)
LV (1) LV10320B (sv)
NO (1) NO176618C (sv)
NZ (1) NZ233843A (sv)
PL (1) PL163797B1 (sv)
PT (1) PT94232B (sv)
RO (1) RO105840B1 (sv)
RU (1) RU1831542C (sv)
SK (1) SK279100B6 (sv)
TR (1) TR24610A (sv)
ZA (1) ZA904114B (sv)

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EP0828891B1 (en) * 1996-03-27 2002-06-05 Pandrol Limited Railway rail fastening assemblies including resilient railway rail fastening clips and associated insulators
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DE10262248B4 (de) * 2002-11-22 2012-11-08 Vossloh-Werke Gmbh Befestigung für eine Schiene für Schienenfahrzeuge
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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 (de) * 2008-12-29 2010-07-07 Vossloh-Werke GmbH Elastische Spannklemme sowie Schienenbefestigung hierfür
DE202009013569U1 (de) * 2009-09-15 2010-01-07 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
BG1330U1 (bg) * 2010-01-20 2010-06-30 Георги Бахаров Еластично подложно скрепление за железен път в криви
FR2959249B1 (fr) * 2010-04-23 2012-11-02 Railtech Int Systeme de fixation de rail a attache elastique
PL2386687T3 (pl) * 2010-05-10 2014-04-30 Vossloh Werke Gmbh Płyta prowadząca do bocznego prowadzenia szyny oraz system do mocowania szyny na podłożu
DK2410090T3 (da) * 2010-07-19 2015-06-22 Schwihag Ag Skinnefastgørelsessystem
CA2809062A1 (en) * 2010-08-24 2012-03-01 Vossloh-Werke Gmbh System for fastening a rail and method for renovating a rail fastening point
DE202010016149U1 (de) * 2010-11-04 2011-02-17 Vossloh-Werke Gmbh Spannklemme zum Befestigen einer Schiene und mit einer solchen Spannklemme ausgestattetes System
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
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
JP6095650B2 (ja) 2011-06-10 2017-03-15 シュヴィハーク・アクチエンゲゼルシャフト レール固定システム
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
DK2809846T3 (en) 2013-01-14 2016-01-11 Greenrail S R L Kompositjernbanesvelle
CA2922101C (en) 2013-08-21 2021-09-28 Lewis Bolt & Nut Company Bridge tie fastener system
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 (de) * 2016-09-10 2019-05-01 SSL Stahlbeton-Schwellenwerk Linz GmbH System zur befestigung einer eisenbahnschiene auf betongleisschwellen
ES2909589T3 (es) 2016-11-16 2022-05-09 Vossloh Fastening Systems Gmbh Grapa tensora para la fijación de un carril sobre un subsuelo
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Also Published As

Publication number Publication date
FI93888B (sv) 1995-02-28
HU903292D0 (en) 1990-10-28
TR24610A (tr) 1992-01-01
RO105840B1 (ro) 1992-12-30
CA2017682C (en) 2000-02-22
DD291593A5 (de) 1991-07-04
RU1831542C (ru) 1993-07-30
CN1032023C (zh) 1996-06-12
FI902723A0 (sv) 1990-06-01
LT3154B (en) 1995-01-31
DE58906650D1 (de) 1994-02-17
DE3918091A1 (de) 1990-12-06
IL94532A (en) 1992-08-18
NO176618B (no) 1995-01-23
DK8190D0 (da) 1990-01-11
IE901974L (en) 1990-12-02
HU212087B (en) 1996-02-28
EP0401424A1 (de) 1990-12-12
ATE99752T1 (de) 1994-01-15
AU632580B2 (en) 1993-01-07
DE3918091C2 (sv) 1992-01-23
PT94232B (pt) 1996-12-31
DZ1421A1 (fr) 2004-09-13
ZA904114B (en) 1991-06-26
NZ233843A (en) 1992-08-26
HK1002813A1 (en) 1998-09-18
NO176618C (no) 1995-05-03
DK171370B1 (da) 1996-09-30
AU5612590A (en) 1990-12-06
IE64250B1 (en) 1995-07-26
LV10320A (lv) 1994-10-20
BA97171A (bs) 2001-09-14
JPH03129001A (ja) 1991-06-03
PL163797B1 (pl) 1994-05-31
HUT55453A (en) 1991-05-28
NO902457L (no) 1990-12-03
FI93888C (sv) 1995-06-12
CA2017682A1 (en) 1990-12-02
US5096119A (en) 1992-03-17
CN1049881A (zh) 1991-03-13
KR0142083B1 (ko) 1999-02-18
PL285430A1 (en) 1991-01-28
ES2049788T3 (es) 1994-05-01
DK8190A (da) 1990-12-03
PT94232A (pt) 1991-12-31
SK279100B6 (sk) 1998-06-03
IL94532A0 (en) 1991-03-10
EG19416A (en) 1995-02-28
DE8906790U1 (sv) 1989-08-31
CZ280318B6 (cs) 1995-12-13
JPH0768681B2 (ja) 1995-07-26
BR9002626A (pt) 1991-08-20
NO902457D0 (no) 1990-06-01
LTIP240A (en) 1994-07-15
KR910001180A (ko) 1991-01-30
CS9002698A2 (en) 1991-11-12
LV10320B (en) 1995-06-20

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