EP3215676B1 - Attache de rail et plaque intercalaire - Google Patents

Attache de rail et plaque intercalaire Download PDF

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Publication number
EP3215676B1
EP3215676B1 EP15790923.5A EP15790923A EP3215676B1 EP 3215676 B1 EP3215676 B1 EP 3215676B1 EP 15790923 A EP15790923 A EP 15790923A EP 3215676 B1 EP3215676 B1 EP 3215676B1
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EP
European Patent Office
Prior art keywords
bedplate
rail
foundation
fastening point
point according
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.)
Active
Application number
EP15790923.5A
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German (de)
English (en)
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EP3215676A1 (fr
Inventor
Tim OLBRICH
Dietmar Becker
Martin Gnaczynski
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
Priority to PL15790923T priority Critical patent/PL3215676T3/pl
Publication of EP3215676A1 publication Critical patent/EP3215676A1/fr
Application granted granted Critical
Publication of EP3215676B1 publication Critical patent/EP3215676B1/fr
Active 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
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/44—Fastening the rail on the tie-plate
    • E01B9/46—Fastening the rail on the tie-plate by clamps
    • E01B9/48—Fastening the rail on the tie-plate by clamps by resilient steel clips
    • E01B9/483—Fastening the rail on the tie-plate by clamps 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
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/40—Tie-plates for flat-bottom rails
    • E01B9/42—Tie-plates for flat-bottom rails of two or more parts
    • 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
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/40—Tie-plates for flat-bottom rails
    • 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
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/44—Fastening the rail on the tie-plate
    • E01B9/46—Fastening the rail on the tie-plate by clamps
    • E01B9/48—Fastening the rail on the tie-plate by clamps 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
    • E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair

Definitions

  • Such an attachment point is for example from the DE 10 2009 041 848 A1 known.
  • the special feature of the known attachment point is that in particular its shim is made of plastic, wherein the design of the shim is designed in terms of their function, a minimum weight and optimized stiffness. It is of particular importance that the made of plastic shim is located on a arranged between the shim and the solid ground elastic intermediate layer. This makes it possible to use the elasticity of a comparatively large-volume intermediate layer for as precisely predeterminable compliance as possible of the fastening effected by the system according to the invention when passing over a rail vehicle.
  • a clamping screw is pushed from the underside of the shim forth by the associated through hole in the known attachment point and engages by a middle loop of sitting on the shim respective spring element.
  • the middle loop of the spring element is moved relative to its supported on the rail foot spring arms in the direction of the shim.
  • the spring element is elastically clamped in this way so that the rail is held with a defined elastic hold-down force on the shim.
  • a recess is formed in the shim from the lower side of the shim, in which the screw head is held against rotation relative to the longitudinal axis of the clamping screw.
  • the depth of the recess is dimensioned such that the screw head with its free end face does not protrude beyond the underside of the shim, optimally aligned flush with it.
  • the fixation on the backing plate on the ground takes place in the known attachment point via fastening screws, which are guided by additional formed in the shim through holes and screwed into dowels, which are embedded in the cast usually made of concrete or a similar material substrate.
  • the attachment of the shim takes place in such a way that they are height-adjustable in a normal to the footprint of the ground aligned height direction of the elastic compliance of the intermediate plate carrying them, However, is fixed in the longitudinal direction of the rail and in a transversely and parallel to the contact surface of the ground aligned transverse direction.
  • suitable stop elements while the maximum travel of the shim is limited in height direction. It can be provided in the known attachment point an eccentric, by which the exact alignment of the shim during assembly is simplified.
  • the known attachment points have proven themselves in practice and not only allow optimal elastic support of the rail, but at low production costs and easy installation.
  • the known attachment points can be preassembled in a simple manner and spend in the preassembled state to the site, where then a quick final assembly can be done. This can be set exactly by the tightening force applied by the spring element in each case by tightening more or less strongly the nut screwed onto the threaded shank of the clamping screw projecting upwards from the shim plate.
  • a rail fastening point is known in which a formed of two I-beams Steel threshold is provided. On the steel sleeper is a shim, on which stands the rail to be fastened. Between the I-beams a traverse is arranged. This is located on the side facing away from the shim underside of the upper straps of the I-beam and bridges the existing between the I-beams distance.
  • the Traverse carries nut parts, in each of which a clamping screw is screwed with its screw shank.
  • the clamping screws act with their screw head on each of a tension clamp, which is arranged on the shim and applies an elastic hold-down force on the associated side of the rail foot.
  • the clamping screws are guided with their screw shank through a passage opening in the shim plate and screwed into the respectively assigned nut part. They protrude with their shank end in each case over the underside of the nut parts in the existing space there.
  • the screw shafts of the clamping screws are guided by a clearance which is formed between a clamping plate carrying the clamp and the rail to be fastened and the top of the steel sleeper.
  • An inventive attachment point in which a rail is mounted as part of a track for rail vehicles on a substrate, accordingly comprises in accordance with the above-described prior art arranged on a contact surface of the substrate shim, which is assigned to the rail of the top of the shim trained Aufstand Structure, one on the substrate associated with the underside of the Unterlegplatte bearing surface and a leading from the bottom to the top of the shim through hole, a spring element which exerts an elastic hold-down force on the rail, and a clamping screw which braces the spring element against the shim , wherein the clamping screw is guided with its threaded shank through the through hole of the shim.
  • the clamping screw now acts with its screw head against the spring element, wherein the clamping screw is screwed to the threaded portion of its threaded shaft in a provided in the region of the passage opening of the shim thread.
  • a free space is provided in a region extending below the backing plate in the direction of the substrate in the extension of the passage opening into which the threaded shank of the tightening screw can be inserted with its free end.
  • the inventively provided in the direction of the substrate below the shim free space may in principle be formed by an aligned aligned with the clamping screw through hole recess formed in an optionally below the shim, provided in the direction of gravity elastic intermediate plate and into which the free end of the threaded shaft the clamping screw is inserted.
  • the prerequisite for this is that the intermediate plate still has such a large thickness even in the fully compressed state that the tip of the clamping screw projecting into the free space does not strike the material of the intermediate plate nor the substrate even when the maximum spring travel is utilized.
  • a maximum freedom in the adjustment of the clamping screw in the direction of the substrate results when a recess according to the invention in the footprint of the substrate is formed, which is arranged in alignment with the passage opening of the shim and forms the space in which the free end the threaded shaft of the clamping screw is inserted.
  • the size and depth of the recess is freely configurable, since it has no direct influence on the properties and behavior of functional elements of the attachment point.
  • the recess provided in it for receiving the free end of the threaded shaft of the clamping screw can be formed as the underside of the intermediate plate assigned to the substrate to its upper side associated with the shim top passage, in alignment with the turn in the Underground molded recess is arranged.
  • the support plate is expediently seated with a projection formed in the underside of the underside in which it is molded into the substrate Recess, wherein in the support plate, starting from its the top plate associated upper side in the region of the projection, a recess is formed, which is arranged in alignment with the passage opening of the shim and in which the free end of the threaded shaft of the clamping screw is inserted.
  • the support plate shields the components of the attachment point according to the invention despite the fact that the space is formed for the reaching into the ground in the free end portion of the threaded shaft of the clamping screw in the ground, completely against the ground.
  • the risk that passes through the molded into the support plate openings from the ground moisture into or to the components of the attachment point is minimized.
  • the scoring achieved by the support plate designed according to the invention thus contributes to optimum electrical insulation of the attachment point relative to the ground.
  • the support plate itself may consist of a non-electrically conductive material.
  • the shim built into a fastening point according to the invention is made of plastic, the result is, as in the prior art, the advantage of an optimally free design possibility, low weight and good electrical insulation.
  • the shim may have at least one further from its bottom to its top leading through opening through which a fixed to the ground fastener is guided, through which the shim in the longitudinal direction of the rail and in a direction transverse to the longitudinal direction of the rail and parallel to the contact surface of Underground directed transverse direction form fit, but in a normal to the footprint of the ground aligned height direction, slidably fixed.
  • the support surface of the shim is bounded laterally by a respective shoulder, which receives the transverse forces occurring when passing over the attachment point by a rail vehicle and thus forms a lateral guide of the rail.
  • the rail in an attachment point according to the invention is aligned at a certain angle with respect to the ground, it can be arranged between the foot of the rail and the footprint of the shim a wedge plate having a contact surface associated bearing surface and a rail associated with the footprint on which the rail foot is supported, wherein the support surface and the support surface in cross-section transverse to the longitudinal extent of the rail form an acute angle.
  • One or more height compensation plates can be arranged between the wedge element and the shim plate in order to ensure optimum support of the rail even in the case of structural height deviations of the ground.
  • a particularly versatile usability of the invention results from the fact that the wedge plate is held exchangeably on the shim.
  • a receptacle may be formed on the shim plate, in which the wedge plate can be inserted under form fit, so that is fixed in the longitudinal direction and in the transverse direction.
  • By replacing the wedge plate different inclination angle of the rail can be adjusted.
  • the rail can also be placed directly on the shim, if neither a leveling done, nor a certain inclination of the rail to be adjusted.
  • the interchangeability of the wedge plate also makes it possible to adapt the width of the support surface available on the shim to the effective width of the respective rail profile. Likewise, for be provided for this purpose adapter strips that bridge between the footprint of the wedge element or the shim limiting shoulders and the respective rail existing free spaces.
  • the attachment point 1 for fastening a rail 2 on a solid substrate U formed, for example, by a cast concrete sleeper or plate comprises a shim 3 made of, for example, a fiber-reinforced plastic commonly used for this purpose.
  • the integrally formed shim 3 has on its free upper side 4 a centrally arranged flat footprint 5 and on its underside associated with the ground 6 an equally planar support surface. 7
  • the support surface 5 is bounded in each case by a shoulder 8, 9 which, seen in plan view, has a curved shape in the direction of the rail 2.
  • a shoulder 8, 9 which, seen in plan view, has a curved shape in the direction of the rail 2.
  • At the apex of the shoulders 8,9 each one over the height of the shoulders 8,9 extending projection 10 is formed.
  • a wedge plate 11 is mounted so that it is vertically displaceable in a normal to the flat, formed on the free upper surface of the ground U contact surface 12 aligned height direction H, but in the longitudinal direction L of the rail 2 and in the transverse to this and aligned parallel to the footprint 12 aligned transverse direction Q is positively fixed.
  • the wedge plate 11 is seated with its support surface 13 on a height compensation plate 14, which is placed on the support surface 5 of the shim 3.
  • the rail 2 is, however, with its rail 15 on its associated flat contact surface 16 of the wedge plate 11.
  • the support surface 16 includes with the support surface 13 of the wedge plate 11 an acute angle of a few degrees, so that the rail 2 under a correspondingly large defined angle of inclination is aligned with respect to the contact surface 12 of the substrate U.
  • the shoulders 8,9 form a receptacle into which the wedge plate 11 coming from the height direction H can be detachably inserted. This allows it by simple Exchange wedge plates 11, which differ by the inclination angles between its support surface 13 and its footprint 16 or by the width of their footprint to mount on the shim 3.
  • the position of the rail 2 on the contact surface 16 of the wedge plate 11 is determined by adapters 17,18, which are arranged between the respective longitudinal edge of the rail foot 15 and the respective wedge plate 11 laterally delimiting shoulder 19,20 of the wedge plate 11.
  • two through holes 21,22 are formed laterally from the rail foot 15, which lead from the top 4 to the bottom 6 of the shim 3.
  • the passage openings 21,22 open at the bottom 6 of the shim 3 in there additionally molded nut receivers 23,24.
  • Correspondingly arranged passage openings are formed in the shoulders 19,20 of the wedge plate 11.
  • Nuts 25,26 are located in the nut receptacles 23,24.
  • conventionally trained clamping screws 27,28 are screwed to the threaded portion of their respective threaded shaft 29,30.
  • the clamping screws 27,28 are guided from the upper side 4 of the shim 3 forth through the respective passage opening of the wedge plate 11 and the respective passage opening 21,22 of the shim 3.
  • the nut receptacles 23,24 are shaped in a conventional manner so that the nuts 25,26 with respect to the longitudinal axis about which the clamping screws 27,28 are screwed when screwed into the nuts 25,26, are held against rotation. At the same time, the depth of the nut receptacles 23, 24 is dimensioned such that the nuts 25, 26 with their surface U assigned to them are aligned flush with the underside 6 of the shim 3.
  • the clamping screws 27,28 act on the middle loop 33 each have a conventionally formed, ⁇ -shaped tension clamp 34,35, which are supported with the free ends of their support arms 36,37 on their respective associated side of the rail 15 and exert there an elastic hold-down force.
  • an elastic intermediate plate 38 is arranged, which extends over the width and length of the shim 3.
  • recesses 39,40 formed as through holes are formed in the intermediate plate 38, whose dimensions are dimensioned so that the threaded shaft 29,30 of the respective clamping screw 27,28 through the recesses 39,40 with game can be pushed.
  • the intermediate plate 38 is seated on a support plate 41 whose width and length is dimensioned so that they an edge region beyond the width and length of the intermediate plate 38 protrudes.
  • cup-shaped projections 42,43 are formed, which protrude in the direction of the substrate U and in the direction of the shim 3 open recesses 44,45 define.
  • the recesses 44,45 are aligned with the through holes 21,22 and the recesses 39,40 and dimensioned so that the free ends of the threaded shafts 29,30 of the clamping screws 27,28 can be introduced into them with play loose.
  • the projections 42,43 are embedded in the substrate U and surrounded by the material of the substrate U and there also form recesses in which the projections 42,43 sit positively.
  • the recesses 44,45 provide in this way free space for the taking place in the direction of the substrate U when screwing into the nuts 25,26 movement of the clamping screws 27,28.
  • the fastening screws 46, 47 are guided in the manner of a sleeve-shaped stop elements 50, 51, which are inserted through the respective passage openings of the shim 3 and the intermediate plate 11 and stand on the support plate 41.
  • the stop elements 50,51 have at its upper edge, on which the head of the respective fastening screw 46,47 is supported, a radially projecting, circumferential collar 52, which forms a stop for the movement of the shim 3 in the height direction H.
  • About the stop elements 50,51 can, as in the DE 10 2009 041 848 A1 also already described, an eccentric adjustment be accomplished to adjust the position of the shim 3 in the longitudinal direction L and transverse direction Q.
  • the tension clamp 35 is moved in the direction of the rail 2 until the free end of their support arms sits on the associated side of the rail foot 15. Subsequently, the clamping screw 30 is tightened so that its middle loop is pivoted in the direction of the substrate U until it reaches its end position achieved and the required hold-down force is exerted by the tension clamp 35 on the rail 15.
  • the clamping screw 30 with its free threaded shaft end penetrates further into the associated recess 45 until the end position is reached, the in Fig. 2 on the left side of the rail 2 for the tension clamp 34 and the clamping screw 27 is shown.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Connection Of Plates (AREA)
  • Vibration Prevention Devices (AREA)
  • Floor Finish (AREA)
  • Mechanical Means For Catching Fish (AREA)

Claims (15)

  1. Point de fixation, dans lequel un rail (2) est fixé sur un sol (U) en tant que partie d'une voie pour véhicules ferroviaires, comportant
    - une cale (3) agencée sur une surface de contact (12) du sol (U) qui présente une surface de contact (5) conçue sur la surface supérieure (4) de la cale (3) associée au rail (2), une surface d'appui (7) conçue sur la surface inférieure (6) de la cale (3) associée au sol (U) ainsi qu'une ouverture de passage (21, 22) allant du côté inférieur (6) au côté supérieur (4) de la cale (3),
    - un élément ressort (34, 35) qui exerce une force de retenue élastique sur le patin de rail (15), et
    - une vis de serrage (27, 28) qui serre l'élément ressort (34, 35) contre la cale (3), où la vis de serrage (27, 28) avec sa tige filetée (29, 30) est conduite à travers l'ouverture de passage (21, 22) de la cale (3),
    où
    - la vis de serrage (27, 28) agit avec sa tête de vis (31, 32) contre l'élément ressort (34, 35),
    où
    l'on prévoit un espace libre (44,45) dans un secteur en direction du sol (U), en dessous de la cale (3), dans le prolongement de l'ouverture de passage (21, 22) de la cale (3), dans lequel la tige filetée (29,30) de la vis de serrage (27, 28) peut être introduite avec son extrémité libre,
    caractérisé en ce que la vis de serrage (27, 28) avec le segment fileté de sa tige filetée (29, 30) est vissée dans un filet (25, 26) fourni dans un secteur de l'ouverture de passage (21, 22) de la cale (3).
  2. Point de fixation selon la revendication 1, caractérisé en ce qu'une plaque intermédiaire élastique (38) est agencée dans une direction d'action de gravité entre la cale (3) et le sol (U) dans laquelle est conçu un évidement (39, 40) agencé en alignement par rapport à l'ouverture de passage (21, 22) de la cale (3) qui forme l'espace libre dans lequel l'on peut introduire l'extrémité libre de la tige filetée (29, 30) de la vis de serrage (27, 28).
  3. Point de fixation selon la revendication 2, caractérisé en ce que l'évidement (39, 40) est formé en tant qu'ouverture de passage allant du côté inférieur de la plaque intermédiaire (38) associé au sol (U) jusqu'à son côté supérieur associé à la cale (3).
  4. Point de fixation selon l'une des revendications précédentes, caractérisé en ce qu'un évidement est formé dans la surface de contact (12) du sol (U) qui est agencé en alignement par rapport à l'ouverture de passage (21, 22) de la cale (3) et qui forme l'espace libre dans lequel l'on peut introduire l'extrémité libre de la tige filetée (29,30) de la vis de serrage (27, 38).
  5. Point de fixation selon l'une des revendications précédentes, caractérisé en ce qu'une plaque de support (41) se dresse sur la surface de contact (12) du sol (U) sur laquelle repose la cale (3).
  6. Point de fixation selon la revendication 4 et 5, caractérisé en ce que la plaque de support (41) avec une saillie (42,43), conçue sur son côté inférieur associé au sol (U), siège dans l'évidement conçu dans le sol (U) et en ce qu'un évidement (44, 45) est conçu dans la plaque de support (41) à partir de son côté supérieur associé à la cale (3) dans la section de la saillie (42,43), cet évidement (44,45) étant agencé en alignement par rapport à l'ouverture de passage (21, 22) de la cale (3) et pouvant être introduit dans l'extrémité libre de la tige filetée (29, 30) de la vis de serrage (27, 28).
  7. Point de fixation selon l'une des revendications précédentes, caractérisé en ce que le filet prévu dans le secteur de l'ouverture de passage (21, 22) de la cale (3) associé à la vis de serrage (27, 28) est fourni par un écrou (25, 26) qui est agencé sur le côté inférieur (6) de la cale (3).
  8. Point de fixation selon la revendication 7, caractérisé en ce qu'un logement d'écrou (23,34) est conçu dans le côté inférieur (6) de la cale (3) dans le secteur de son ouverture de passage (21, 22) associée à la vis de serrage (27, 28) dans lequel l'écrou (25, 26) est maintenu solidement sans possibilité de rotation par rapport à l'axe longitudinal de la vis de serrage (27,28).
  9. Point de fixation selon l'une des revendications précédentes, caractérisé en ce que la cale (3) présente au moins une autre ouverture de passage allant de son côté inférieur vers son côté supérieur à travers laquelle est guidé un élément de fixation (46, 47) fixé sur le sol (U), à travers lequel la cale (3), dans une direction longitudinale (L) du rail (2) et dans une direction transversale (Q) dirigée transversalement par rapport à la direction longitudinale (L) du rail (2) et parallèlement par rapport à la surface de contact (12) du sol (U), est fixée de façon amovible par complémentarité de forme, toutefois à une hauteur (H) dirigée normalement par rapport à la surface de contact (12) du sol (U).
  10. Point de fixation selon la revendication 9, caractérisé en ce que l'on prévoit un élément de butée (50, 51) qui forme une butée qui limite le trajet de réglage maximal de la cale (3) en hauteur (H).
  11. Point de fixation selon l'une des revendications 9 ou 10, caractérisé en ce que l'élément de fixation est une vis (46,47) qui est vissée pour la fixation dans une cheville (48,49) fixée au sol (U).
  12. Point de fixation selon l'une des revendications précédentes, caractérisé en ce que la cale (3) est en matière synthétique.
  13. Point de fixation selon l'une des revendications précédentes, caractérisé en ce qu'une plaque de clavette (11) est agencée entre le patin de rail (15) et la surface de contact (5) de la cale (3) qui présente une surface d'appui (13) associée à la surface de contact (5) et une surface de contact (16) associée au rail (2) sur laquelle repose le patin de rail (15), et en ce que la surface de contact (13) et la surface d'appui (16) forment dans une section transversale, transversalement par rapport à l'étendue longitudinale (L) du rail (2), un angle aigu.
  14. Point de fixation selon la revendication 13, caractérisé en ce que la plaque de clavette (11) est fixée entre deux épaules (8, 9) conçues sur le côté supérieur (4) de la cale (3), par rapport à la direction transversale (Q) et à la direction longitudinale (L) par complémentarité de forme, toutefois coulissante en hauteur (H).
  15. Point de fixation selon la revendication 14, caractérisé en ce que la plaque de clavette (11) est interchangeable.
EP15790923.5A 2014-11-05 2015-11-04 Attache de rail et plaque intercalaire Active EP3215676B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL15790923T PL3215676T3 (pl) 2014-11-05 2015-11-04 Punkt mocujący szyny i płyty podkładowej

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102014116142.4A DE102014116142A1 (de) 2014-11-05 2014-11-05 Befestigungspunkt, in dem eine Schiene als Teil eines Gleises für Schienenfahrzeuge auf einem Untergrund befestigt ist
PCT/EP2015/075662 WO2016071379A1 (fr) 2014-11-05 2015-11-04 Point de fixation de rail et cale

Publications (2)

Publication Number Publication Date
EP3215676A1 EP3215676A1 (fr) 2017-09-13
EP3215676B1 true EP3215676B1 (fr) 2018-03-14

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ID=54476958

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15790923.5A Active EP3215676B1 (fr) 2014-11-05 2015-11-04 Attache de rail et plaque intercalaire

Country Status (9)

Country Link
US (1) US10138602B2 (fr)
EP (1) EP3215676B1 (fr)
CN (1) CN107636231A (fr)
DE (2) DE102014116142A1 (fr)
ES (1) ES2673302T3 (fr)
PL (1) PL3215676T3 (fr)
RU (1) RU2706157C2 (fr)
TR (1) TR201807492T4 (fr)
WO (1) WO2016071379A1 (fr)

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NL2014640B1 (en) * 2015-04-14 2016-12-20 Movares Nederland Bv Railway.
DE102018100554A1 (de) * 2018-01-11 2019-07-11 Schwihag Ag Schienenbefestigungssystem
GB2572413B (en) * 2018-03-29 2022-05-18 Pandrol Ltd An anchoring assembly for fastening a railway rail to an underlying foundation
CN111823038B (zh) * 2020-08-17 2024-07-23 沈阳飞机工业（集团）有限公司 薄壁长梁类零件铣削用自适应夹具及使用方法
RU210108U1 (ru) * 2021-08-19 2022-03-29 Открытое Акционерное Общество "Российские Железные Дороги" Упор боковой полимерный промежуточного рельсового скрепления

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
LU81085A1 (de) * 1979-03-28 1980-04-21 Arbed Zur befestigung von eisenbahnschienen auf stahlschwellen geeignetes befestigungssystem
DE3506154A1 (de) * 1985-02-22 1986-08-28 Stahlwerke Peine-Salzgitter Ag, 3320 Salzgitter Vorrichtung zur befestigung von schienen einer eisenbahn auf stahlschwellen
US5022584A (en) * 1988-12-27 1991-06-11 Lord Corporation Rail-fastening for rails
DE4406105B4 (de) 1994-02-25 2006-03-09 Bwg Gmbh & Co. Kg Befestigungsanordnung für eine Schiene
CN2227139Y (zh) * 1995-05-30 1996-05-15 铁道部第二勘测设计院道路工程开发公司 双趾弹簧扣件
DE19745326C2 (de) * 1997-10-14 2001-10-11 Thyssen Krupp Materials & Serv Unterlegplatte für eine Schienenbefestigung
DE102004031632A1 (de) * 2004-06-21 2006-01-26 Bwg Gmbh & Co. Kg Anordnung zum Befestigen einer Schiene
DE102008028093A1 (de) * 2008-06-13 2009-12-17 Wirthwein Ag Stützpunkt und Befestigung für Schienen auf einer Holzschwelle
DE102008028092A1 (de) * 2008-06-13 2009-12-17 Wirthwein Ag Seitenverstellbare Schienenbefestigung
BE1018608A6 (fr) * 2008-08-04 2011-05-03 Mondragon Soluciones S L U Dispositif de fixation de rails de voies ferrees encastrees.
RU82710U1 (ru) * 2008-11-11 2009-05-10 Государственное образовательное учреждение высшего профессионального образования "Самарский государственный университет путей сообщения" (СамГУПС) Рельсовое скрепление
DE102009041848A1 (de) 2009-09-18 2011-03-24 Vossloh-Werke Gmbh System zum Befestigen einer Schiene auf einem festen Untergrund und Befestigung einer Schiene
DE202009014434U1 (de) 2009-09-18 2010-02-11 Vossloh-Werke Gmbh Unterlegplatte für die Befestigung einer Schiene auf einem festen Untergrund und Befestigung einer Schiene
US8727230B2 (en) * 2011-07-15 2014-05-20 Vossloh-Werke Gmbh System for fastening a rail to a sleeper
RU117448U1 (ru) * 2011-12-12 2012-06-27 Общество С Ограниченной Ответственностью Научно-Производственная Фирма "Мастер Класс" Рельсовое скрепление (варианты)
CN203593920U (zh) * 2013-03-20 2014-05-14 沃斯洛工厂有限公司 固定轨道的***，轨道固定点及建立该固定点的组合件
CN203284701U (zh) * 2013-06-19 2013-11-13 太仓中博铁路紧固件有限公司 一种可调整钢轨轨距的弹性扣件

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TR201807492T4 (tr) 2018-06-21
EP3215676A1 (fr) 2017-09-13
RU2017119189A (ru) 2018-12-05
WO2016071379A1 (fr) 2016-05-12
ES2673302T3 (es) 2018-06-21
DE202015008917U1 (de) 2016-02-22
CN107636231A (zh) 2018-01-26
US10138602B2 (en) 2018-11-27
DE102014116142A1 (de) 2016-05-12
RU2706157C2 (ru) 2019-11-14
US20170321382A1 (en) 2017-11-09
RU2017119189A3 (fr) 2018-12-05

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