EP2478154B1 - Système de fixation de rail - Google Patents

Système de fixation de rail Download PDF

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Publication number
EP2478154B1
EP2478154B1 EP10754322.5A EP10754322A EP2478154B1 EP 2478154 B1 EP2478154 B1 EP 2478154B1 EP 10754322 A EP10754322 A EP 10754322A EP 2478154 B1 EP2478154 B1 EP 2478154B1
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EP
European Patent Office
Prior art keywords
torsion
guide plate
rail
acting
fitted position
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.)
Not-in-force
Application number
EP10754322.5A
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German (de)
English (en)
Other versions
EP2478154A1 (fr
Inventor
Winfried BÖSTERLING
Lutz Rademacher
Adrian Bednarczyk
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
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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 PL10754322T priority Critical patent/PL2478154T3/pl
Publication of EP2478154A1 publication Critical patent/EP2478154A1/fr
Application granted granted Critical
Publication of EP2478154B1 publication Critical patent/EP2478154B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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 system for fastening a rail to a substrate.
  • the rails are mounted on a solid, such as a concrete sleeper or a single base made of concrete base, with an elastic layer is arranged with defined compliance between the rail and the solid ground.
  • the resilience of the elastic layer is chosen so that the rail when driving over in the region of the respective attachment shows the same behavior as in the freely spanned by her, unsupported area between two fasteners.
  • the rail fastening is in such fortifications the task of securing the position of the rail in the horizontal transverse direction to its longitudinal extent and to prevent lifting of the rail in the vertical direction of the elastic layer.
  • the rail is a the rail foot laterally overlapping, substantially C-shaped elastic bearing profile, which is located on a concrete existing threshold.
  • a quiet, damped running of the tram should be guaranteed on the rail.
  • clamping profiles are used, which are fixed by means of a respective screwed into the threshold mounting screw.
  • the clamping profiles have a supported on the threshold mounting portion to which a projection is formed, which presses in the assembled state on the free upper side of the rail foot.
  • trapezoidal track profiles which are displaceable on lateral track edges of the rail supports of the sleeper are additionally provided in the known system, having track slots parallel to the rail longitudinal direction for the fastening screws.
  • the track profiles form in this way a horizontally adjustable transverse guide of each associated rail.
  • This known system comprises a guide plate, which has a bearing surface, with which it is supported in the mounting position on the ground, a the foot of the rail to be fastened rail associated bearing surface and a leading from its top to its support surface passage opening.
  • a pluggable through the passage opening of the guide plate and fastenable in the ground clamping element is also provided in this known system.
  • this known system also includes a spring element, which is bent from a spring wire and has an center loop with parallel legs and outgoing therefrom support sections. These support sections are bent starting from the respective associated leg of the middle loop to the outside and supported with its respective free end in the assembled state against the foot of the rail to be fastened. In this way, the legs of the spring element each act as a torsion portion, which exerts a mounting position directly directed to the rail foot elastic restoring force by which the rail to be fastened is pressed elastically against the respective threshold.
  • a system comparable to the system described above for fastening a rail to a solid base is known from US 5,156,337 WO 2006/061234 A1 known.
  • this system comprises a guide plate having a support surface, with which it is supported in the mounting position on the ground, a the foot of the rail to be fastened associated bearing surface and a leading from its top to its support surface passage opening.
  • a clamping element inserted, which is attached to the ground and stretched over the mounting position in the bent of a spring wire spring element.
  • the spring element has also in this case an intermediate loop with parallel legs as well as outgoing support sections.
  • the problem to be solved by the invention was to provide a system for the attachment of a rail, which is not only easy to assemble, but also ensures a secure hold of the rail over a prolonged period of use.
  • a system for fastening a rail to a substrate which may be formed in particular by a threshold or a corresponding single support point made of concrete or a comparatively solid material, comprises a guide plate, a fastening element and a spring element.
  • the guide plate serves as a guide of the rail in the horizontal direction. On the other hand, it forms in combination with the spring element in the assembled position a stop for movements of the rail in the vertical direction.
  • the guide plate has a bearing surface, with which it is supported in the mounting position on the ground.
  • the guide plate can either rest directly on the ground or it can, if this proves to be necessary, between the ground and the guide plate, a further layer be present, for example, an elastic support or protection against wear.
  • the guide plate For the lateral, horizontal guidance of the rail, the guide plate also has a contact surface on which rests in the mounting position of the rail with its long side.
  • the guide plate of a system according to the invention also has a leading from its top to its support surface through hole for a clamping element is formed, which is inserted through the passage opening of the guide plate to be fixed in the ground.
  • the tensioning element is used for tensioning a spring element bent from a spring wire which, in the assembly position, applies an elastic hold-down force to the guide plate.
  • the spring element acts in the manner of a stop, by which the vertical movements are limited, which performs the rail when driving over a rail vehicle.
  • the spring element has at least one torsion section, at one end of which a first support section which is angled relative to the torsion section and at the other end of which a further support section bent from the torsion section is formed.
  • the length and the angular position of the first support portion with respect to the torsion portion are dimensioned such that in the assembled position of the first support portion of the spring element supported on an associated support surface on the upper side of the guide plate and the spring element is clamped by means of the clamping element against the ground so that the torsion portion exerts an elastic restoring force.
  • the length of the torsion section of the spring element is dimensioned so that the torsion section in the assembly position with its end assigned to the further support section projects beyond the contact surface of the guide plate in the direction of the rail.
  • the torsion portion has a sufficient length to ensure in the assembled state, the required elasticity with which the guide plate is held down.
  • the second connected to the Torsionsabites support portion is shaped so that it is also supported in the mounting position on the guide plate and forms an abutment for the torsion of Torsionsabitess.
  • the section of the torsion section which projects beyond the contact surface of the guide plate forms as a support a stop for the vertical movements of the rail.
  • the inventive shaping of the guide plate and spring element thus achieves a vertical, perpendicular to the respective substrate direction resiliently resilient support of the rail foot, in which the pressure exerted on the rail hold-down forces are determined solely by the force with which the projecting beyond the rail push further support section on the rail foot.
  • the shape of the guide plate and the arrangement of the spring element to match so that at best minimal, in particular no hold-down forces are exerted on the rail in the unloaded mounting state.
  • the distance between the base of the rail to be fastened rail associated underside of the projection of the footprint of the guide plate be substantially equal to the distance of the free surface of the rail foot to the surface of the solid ground.
  • an insulator element consisting of a nonconductive material which protrudes from a system according to the invention mounted mounting point between the rail and the foot over the rail Area of the spring element is arranged.
  • the insulating element may be provided with at least one latching device, via which it can be latched to the region of the spring element assigned to it.
  • the low hold-down forces according to the invention which are exerted by the spring element in the assembled state with unloaded rail on the rail, can be precisely dosed in a particularly simple manner that at least one projecting beyond the contact surface in the direction of the associated rail protrusion is formed on the guide plate. This is then shaped and arranged so that it protrudes in the mounting position on the free top of the rail foot, in particular rests with little or no hold-down force on her, and as such forms the stop for the vertical movement of the rail.
  • the projection also serves as an insulator which isolates the spring element against the rail foot.
  • a predetermined breaking point can be provided in the region of the transition from the projection to the guide plate. After breakage of the predetermined breaking point of the projection continues to serve as an insulator and continues to ensure that the applied by the spring element hold-down forces are distributed over a large area on the rail.
  • the area of the spring element that projects beyond the rail base with the further support section in the assembled state thus delimits the vertical movements that the rail performs during operation, without exerting large hold-down forces on the rail in the unloaded state of the rail.
  • the rail owns Accordingly, in the vertical direction, a comparably large free travel and yet it is on the other hand secured that their induced under load by a rail vehicle movements are too large.
  • the elastic layer is preferably designed so that the rail at least approximately drops as well as in the areas between when passing through a rail vehicle in the region of the attachment formed by means of a system according to the invention two thresholds where it is not supported.
  • the invention thus provides a fastening system which, with a very small number of components, ensures permanently secure guidance of a rail, in particular for tram traffic or comparable applications.
  • the small number of parts makes that Not only is the system according to the invention particularly easy to assemble, but it also makes it possible to produce such a system in a particularly cost-effective manner.
  • the portion of the torsion section of the spring element which projects beyond the contact surface can be used particularly effectively as support for the stop produced by the optionally available projection of the guide plate, if in assembly position at least the further support section or the torsion section rest on the projection of the guide plate and the projection Has on its free, remote from the footprint of the guide plate top at least one guide for the further support portion or the torsion portion.
  • the guide plate on its side opposite the contact surface has a support surface whose extension in the longitudinal direction of the contact surface intersects at an acute angle, and on the solid ground, a shoulder is formed on the mounting position in the guide plate is supported with its support surface can Even with a system according to the invention in a simple way, a gage adjustment can be made. This can be carried out particularly easily when the passage opening of the guide plate is formed as an oblong hole whose longitudinal axis is aligned axially parallel to the longitudinal axis of the support surface.
  • the position of the guide plate in the respective desired track corresponding position can thereby additionally be secured, that in the upper side of the guide plate locking surfaces are formed, so that in the mounting position, the spring element is supported in response to the respective position of the guide plate with respect to the clamping element in one of the locking surfaces.
  • the guide plate is preferably made of an electrically insulating material, such as a plastic. This not only allows a particularly cost-effective and simple production, but also allows a relation to the solid ground overall insulated attachment of the rail.
  • a screw can be used, the screw head acts in the mounting position on the torsion portion of the spring element.
  • a bolt on which a nut is screwed for bracing the spring element, or another suitable for generating sufficiently high clamping forces clamping element can be used in a system according to the invention.
  • a particularly easy to assemble and at the same time functional embodiment of the invention is characterized in that the longitudinal axis of the further support portion of the spring element in the same plane as the longitudinal axis of the Torsionsabitess.
  • the spring element has a shape in which the torsion sections and the support sections formed thereon are arranged mirror-symmetrically.
  • a refinement which is further optimized with regard to practical use is characterized in that the torsion sections extend parallel to one another.
  • the support sections of the spring element aligned angled relative to the associated torsion section can have any desired shape.
  • a space-saving and at the same time very secure support of the respective support sections arises when they are bent over an angular range of more than 90 °.
  • the spring element provided according to the invention has a shape approximating that of a classical S- or W-shaped tension clamp, in which case the length of the spring arms facing the associated rail is in each case such is greatly reduced that the rail foot is not touched by them.
  • the rail is supported on the solid ground via an elastic layer, it may be advantageous to minimize the noise emissions if the elastic layer covers at least the rail foot and the rail web.
  • the rail S formed in the manner of a grooved rail on a solid ground formed by a concrete sleeper B is made by two identically formed systems S1, S2, each comprising a guide plate 1, a spring element 2 and a clamping element 3 as a clamping element.
  • a flat footprint 4 is formed, which collides at its longitudinal edges with the longitudinal sides of the threshold B and is bounded on their narrow sides by a respective shoulder 5,6.
  • the contact surfaces 4 associated, mutually parallel contact surfaces 7.8 of the shoulders 5.6 each meet at an acute angle to the longitudinal edges of the footprint 4, so that the footprint 4 in plan view has the shape of a parallelogram.
  • the guide plate 1 made of a non-conductive, such as fiber-reinforced plastic has on its underside in each case a bearing surface 9, with which it lies in the mounting state on the footprint 4 of the threshold B. At its rail foot F of the rail S associated side abuts the support surface 9 on a contact surface 10 which is aligned approximately at right angles to the support surface 9. With the exception of their adjacent to the top 11 of the guide plate 1 corner regions and also adjacent to the upper side 11 central region extends Contact surface 10 thereby over the entire height of the guide plate 1. In the respective corner areas in each case in the direction of the web E of the rail S pointing projection 12,13 is integrally formed on the guide plate 1. The projections 12,13 serve as additional protection against tilting of the rail S or the guide plate. 1
  • a U-shaped projection 14 integrally formed on the guide plate 1, which also points in the direction of the web E of the rail S.
  • the projecting beyond the contact surface 10 length of the projection 14 is significantly larger than the corresponding length of the shaped like stops attacks projections 12,13.
  • a predetermined breaking point 27 extending along the contact surface 10 is formed, on which the projection 14 breaks off from the guide plate 1 when the load is correspondingly high.
  • the distance Av of the underside of the projections 12,13,14 from the support surface 9 of the guide plate 1 is at least as large as the respective distance Af of the top 15 of the rail foot F to the footprint 4 of the concrete sleeper B. In this way, when fully assembled System S1, S2 on the projection 14 and a guided therein middle loop of the spring element 2 at most a very low hold-down force on the rail foot F exerted.
  • the U-shape of the projection 14 following guideway 16 is formed.
  • a trained as a slot through hole 18 is formed in the guide plate 1, which leads from the top 11 to the support surface 9 of the guide plate 1.
  • the longitudinal axis L18 of the through hole 18 is aligned so that it intersects the contact surface 10 at an acute angle.
  • a further support surface 20 is finally formed, which is aligned parallel to the longitudinal axis L18 of the passage opening 18 and substantially perpendicular to the support surface 9 of the guide plate 1.
  • the guide plate 1 is supported on the respective associated bearing surface 7 and 8 of the shoulders 5 and 6 of the concrete sleeper 5.
  • Adjust BR to adjust the gauge of the track to which the rail S belongs. The travel of this adjustment is limited by the length of the passage opening 18.
  • the clamping screw 3 of the systems S1, S2 are each a conventional sleeper screw.
  • an opening 21 is provided in the threshold B, in which a plastic anchor, not shown here sits.
  • the spring element 2 has a mirror-symmetrical shape approximating to W and comprises two mutually parallel torsion sections 22, 23, which are connected at their one end to a support section 24, 25 and at their other end via a further support section 26.
  • the first-mentioned support sections 24, 25 are each angled downwards from the respective torsion section 22, 23 with respect to the associated torsion section 22, 23, and each encompass an angular range of approximately 180 ° in the form of an arc of a circle.
  • the torsion portions 22,23 interconnecting support portion 26 is formed semicircular.
  • the rail foot F and the web E of the rail are completely covered with a layer G of an elastic material. This ensures with ready-mounted attachment of the rail S on the one hand a defined compliance and on the other hand a minimized noise emission when driving over the rail S.
  • the rail S is placed with its rail foot F with the elastic layer G-clad rail foot on the footprint 4 of the threshold B.
  • the guide plates 1 of the systems S1, S2 are positioned so that, with proper compliance with the prescribed track width, the rail S is guided laterally substantially free of play between the shoulders 5.6 of the threshold B.
  • the rail foot F rests with its longitudinal sides against the contact surface 10 of the guide plates 1.
  • the spring elements 2 are placed on the guide plates 1 that their free support sections 24,25 sitting on the support surface 19 of the guide plate 1.
  • the length of the torsion sections 22, 23 of the spring element 1 is selected such that the torsion sections 22, 23 and the support section 26 connecting them to one another are guided beyond the contact surface 10 in the guide track 16 formed in the projection 14.
  • the respective clamping screw 3 is screwed into its respective associated opening 21 of the threshold S until the screw head of the clamping screw 3, the respective spring element 2 is pressed so far against its associated guide plate 1 that on the associated with the depression twisting the torsion portions 22,23 a sufficient elastic hold-down force acts on the guide plates 1.
  • the respective clamping screw 3 of the systems S1, S2 is thus protected against excessive impact, so that the risk of premature loosening of the attachment is safely prevented.
  • the projection 14 breaks off at the predetermined breaking point, so that the middle loop of the spring element 2 is supported on the rail foot F.
  • the predetermined breaking point thus ensures that even with a beyond the projection 14 own elasticity stress, for example, as a result of a particularly large movement of the rail foot in the vertical direction, this burden is kept away from the attachment of the guide plate 1 and resiliently intercepted.
  • FIG. 7 which shows an alternative embodiment of a rail fastening according to the invention
  • the same reference numerals have been assigned to those used in this attachment components that have been used in the attachment described above, as in the FIGS. 1 to 6 ,
  • the systems S3, S4 each comprise a spring element 2, a clamping element 3 designed as a clamping screw, a guide plate 30 and an insulator element 31.
  • the guide plate 30 is not provided with the projections 12, 13 or 14 comparable molded element formed so that the guide plates 30 are limited by their contact surface 10 in the direction of the rail S.
  • the further support section 26 and the end sections of the torsion sections 22, 23 of the respective spring element 2 assigned to the support section do not lie on a projection fixedly connected to the respective guide plate in the original state, but stand freely above the respective guide plate 30 Direction of the rail S before.
  • the insulator element 31 made of a non-conductive material is between the rail F and the positioned above him arranged further support portion 26 and coupled by means of a latching connection 32 captive, but releasably coupled to the support portion 26.
  • the insulator element 31 On its side assigned to the rail foot F, the insulator element 31 has a flat bearing surface, by means of which the small forces applied by the spring element 2 are distributed uniformly over the elastic layer G.
  • the function of the insulator element 31 corresponds to the function of the projection 14 provided in the systems S1, S2, after the projection 14 has been separated from the respective guide plate 1 as a result of breakage of the predetermined breaking point 27.
  • open recesses 33 are formed in the side facing away from the contact surface 10 side of the guide plates 30 upwards and to the side facing away from the rail S. In these recesses 33 sit, as in the right part of the Fig. 7 shown, in pre-assembly, the ends of the first support portions 24,25 of the spring elements. 2
  • the invention thus relates to a guide plate 1.30, a fastening element 3 and a spring element 2 comprehensive system S1, S2 for the attachment of a rail S on a solid surface B.
  • the guide plate 1.30 serves as a guide rail S in horizontal and as a stop for movements of the rail S in the vertical direction.
  • the guide plate 1.30 has a contact surface 10, on which, in the assembly position, the rail foot F with its longitudinal side is applied.
  • On the guide plate 1.30 is optionally at least one on the contact surface 10 in the direction of the associated rail S protruding projection 14 formed, which lies with minimized hold-down force on the rail S and as such forms the stop for the vertical movement of the rail S.
  • the resting on the guide plate 1.30 spring element 2 is designed and supported in the assembled state on the associated guide plate 1.30, that it exerts substantially no hold-down force on the rail S, but only the guide plate 1.30 elastic against that for their attachment inserted clamping element 3 is supported.
  • the spring element 2 has a W- or S-shaped configuration and protrudes with one of the two torsion sections 22, 23 and the intermediate section 26 between the middle loop section so far over the rail foot F that the rail foot F, when in the vertical direction is moved away from the solid substrate B upwards, is held by the spring element 2 resiliently.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Bearings For Parts Moving Linearly (AREA)
  • Accommodation For Nursing Or Treatment Tables (AREA)
  • Connection Of Plates (AREA)
  • Connections Arranged To Contact A Plurality Of Conductors (AREA)
  • Invalid Beds And Related Equipment (AREA)

Claims (15)

  1. Système pour la fixation d'un rail (S) sur un support,
    - comprenant une plaque de guidage (1, 30), qui comprend une face d'appui (9) avec laquelle elle s'appuie en position de montage sur le support, une face d'appui (10) attribuée au patin du rail (F) du rail à fixer (S) et une ouverture traversante (18) conduisant de son côté supérieur (11) jusqu'à face d'appui (9),
    - comprenant un élément de serrage (3) insérable dans l'ouverture traversante (18) de la plaque de guidage (1, 30) et fixable dans le support, et
    - comprenant un élément ressort (2) plié à partir d'un fil à ressort, serré en position de montage au moyen de l'élément de serrage (3) contre le support,
    caractérisé en ce que l'élément ressort (2)
    - comprend au moins une section de torsion (22, 23) exerçant une force de rappel élastique en position de montage,
    - forme à une de ses extrémités une première section support (24, 25) appuyée en position de montage sur une surface support attribuée (19) sur la plaque de guidage (1, 30), pliée par rapport à la section de torsion (22, 23), et
    - à son autre extrémité une autre section support (26) tournée par rapport à la section de torsion (22, 23),
    - qui est également appuyée en position de montage sur la plaque de guidage (1, 30) et forme un contre-palier pour la torsion de la section de torsion (22, 23),
    - la section de torsion (22, 23) étant orientée en position de montage avec son extrémité attribuée à l'autre section support (26) sur la face d'appui (10) de la plaque de guidage (1, 30) dans la direction du rail (S).
  2. Système selon la revendication 1, caractérisé en ce que la plaque de guidage (1) comprend au moins une saillie (12-14) dépassant au-dessus de la face d'appui (10) dans la direction du rail (S) correspondant, qui dépasse en position de montage au-dessus du côté supérieur libre (15) du patin de rail (F).
  3. Système selon la revendication 2, caractérisé en ce qu'en position de montage, au moins la section support supplémentaire (26) ou la section de torsion (22, 23) reposent sur la saillie (14) de la plaque de guidage (1) et la saillie (14) comprend sur son côté supérieur au moins un guide (16) pour la section support supplémentaire (26) ou la section de torsion (22, 23)
  4. Système selon l'une quelconque des revendications précédentes, caractérisé en ce que la plaque de guidage (1, 30) comprend une surface support (20) sur son côté opposé à la face d'appui (10), qui coupe dans un prolongement imaginaire de sa direction longitudinale la face d'appui (10) à un angle aigu, et en ce qu'un épaulement (5, 6) est formé sur le support fixe, sur lequel la plaque de guidage (1, 30) s'appuie avec sa surface support (20) en position de montage.
  5. Système selon la revendication 4, caractérisé en ce que l'ouverture traversante (18) de la plaque de guidage (1, 30) est configurée sous la forme d'un trou longitudinal, dont l'axe longitudinal (L18) est parallèle à l'axe longitudinal de la surface support (20).
  6. Système selon l'une quelconque des revendications 4 ou 5, caractérisé en ce que des surfaces d'enclenchement (17) sont formées dans le côté supérieur (11) de la plaque de guidage (1, 30) et en ce que l'élément ressort (2) s'appuie en position de montage selon la position respective de la plaque de guidage (1, 30) par rapport à l'élément de serrage (3) dans une des surfaces d'enclenchement (17).
  7. Système selon l'une quelconque des revendications précédentes, caractérisé en ce que la plaque de guidage (1, 30) est fabriquée en un matériau isolant électrique.
  8. Système selon l'une quelconque des revendications précédentes, caractérisé en ce que l'élément de serrage (3) est une vis, dont la tête de vis agit en position de montage sur la section de torsion (22, 23) de l'élément ressort (2).
  9. Système selon l'une quelconque des revendications précédentes, caractérisé en ce que l'axe longitudinal (L26) de la section support supplémentaire (26) de l'élément ressort (2) se trouve dans le même plan que l'axe longitudinal (L22, L23) de la section de torsion (22, 23).
  10. Système selon l'une quelconque des revendications précédentes, caractérisé en ce que l'élément ressort (2) comprend une seconde section de torsion (23) agencée à une distance de la première section de torsion (22), en ce que la seconde section de torsion (23) est formée comme la première section de torsion (22) à une de ses extrémités en une section support (25) pliée par rapport à la seconde section de torsion (23), effectuant en position de montage une torsion de la section de torsion (23) correspondante, et en ce que la seconde section de torsion (23) est raccordée avec son autre extrémité à l'extrémité de la section support supplémentaire (26) opposé à la première section de torsion (22).
  11. Système selon la revendication 9, caractérisé en ce que les sections de torsion (22, 23) sont parallèles l'une à l'autre.
  12. Système selon l'une quelconque des revendications précédentes, caractérisé en ce que la section support (24, 25) pliée par rapport à la section de torsion (22, 23) correspondante est pliée dans une plage d'angles de plus de 90°.
  13. Système selon l'une quelconque des revendications précédentes, caractérisé en ce qu'il comprend un seuil (B) ou un point support individuel formé en un matériau solide, qui forme le support fixe.
  14. Système selon l'une quelconque des revendications précédentes, caractérisé en ce que la saillie (14) est formée d'un seul tenant sur la plaque de guidage (1).
  15. Système selon l'une quelconque des revendications précédentes, caractérisé en ce qu'une position de rupture (27) est formée dans la zone de la transition entre la saillie (14) et le corps principal de la plaque de guidage (1).
EP10754322.5A 2009-09-15 2010-09-14 Système de fixation de rail Not-in-force EP2478154B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL10754322T PL2478154T3 (pl) 2009-09-15 2010-09-14 System do mocowania szyny

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200910041112 DE102009041112B4 (de) 2009-09-15 2009-09-15 System zum Befestigen einer Schiene und Befestigung einer Schiene
PCT/EP2010/063454 WO2011032932A1 (fr) 2009-09-15 2010-09-14 Système de fixation d'un rail et fixation d'un rail

Publications (2)

Publication Number Publication Date
EP2478154A1 EP2478154A1 (fr) 2012-07-25
EP2478154B1 true EP2478154B1 (fr) 2016-01-27

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP10754322.5A Not-in-force EP2478154B1 (fr) 2009-09-15 2010-09-14 Système de fixation de rail

Country Status (10)

Country Link
US (1) US9139959B2 (fr)
EP (1) EP2478154B1 (fr)
CN (1) CN102498245B (fr)
AR (1) AR085879A1 (fr)
DE (2) DE202009013569U1 (fr)
ES (1) ES2566541T3 (fr)
PL (1) PL2478154T3 (fr)
TW (1) TWI513876B (fr)
UY (1) UY32887A (fr)
WO (1) WO2011032932A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018091351A1 (fr) * 2016-11-16 2018-05-24 Vossloh-Werke Gmbh Attaches de serrage et point de fixation pour fixer un rail sur un fond
EA037636B1 (ru) * 2017-05-30 2021-04-23 Фоссло-Верке Гмбх Эластичный зажим и крепежная точка для закрепления рельса на нижнем строении пути

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008018076B4 (de) * 2008-04-09 2016-03-31 Schenck Process Gmbh System zur Messung von Belastungen beim Rad/Schiene-Kontakt von Schienenfahrzeugen
CN203475241U (zh) * 2013-03-13 2014-03-12 沃斯洛工厂有限公司 用于在基座上固定轨道的***
KR20160064209A (ko) * 2013-10-09 2016-06-07 보슬로흐-베르케 게엠베하 레일 차량용 레일을 기초부에 고정하기 위한 중간 부재 및 시스템
CN103628365B (zh) * 2013-11-06 2015-09-02 薛辰宇 一种钢轨锁紧装置
DE102015113742A1 (de) 2015-08-19 2017-02-23 Vossloh-Werke Gmbh Einrichtung zum Abdecken mindestens eines Bauteils eines Schienen-Befestigungspunkts und Befestigungspunkt
CN105568782A (zh) * 2016-02-16 2016-05-11 四川睿铁科技有限责任公司 一种现代有轨电车槽型钢轨扣件
FR3048984B1 (fr) * 2016-03-17 2018-03-23 Railtech International Support pour rail ferroviaire
CN106120486A (zh) * 2016-08-01 2016-11-16 宝鸡市鑫晟宇铁路器材有限公司 有轨电车扣件
GB2552817A (en) * 2016-08-11 2018-02-14 Pandrol Ltd Improved screwed fastening system for railway rails
CN110696685A (zh) * 2019-09-26 2020-01-17 中铁第四勘察设计院集团有限公司 一种接触轨***和形成这种接触轨***的方法
CN110696687A (zh) * 2019-09-26 2020-01-17 中铁第四勘察设计院集团有限公司 接触轨线夹及接触轨***
EP4332301A1 (fr) * 2022-08-29 2024-03-06 voestalpine Railway Systems GmbH Plaque à guidage angulaire, ainsi que système de fixation pour la fixation des rails pour véhicules ferroviaires

Family Cites Families (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1021004B (de) * 1955-08-29 1957-12-19 August Henkes Federnageloberbau mit Spurplatten
DE2810618C2 (de) 1978-03-11 1980-05-29 Ernst Schmitthelm, Federn- Und Metallwarenfabrik Gmbh & Co Kg, 6900 Heidelberg Schienenbefestigung auf Schwellen
DE3243895A1 (de) * 1982-11-26 1984-05-30 Vossloh-Werke Gmbh, 5980 Werdohl Befestigungsanordnung fuer schienen auf schwellen
DE8906790U1 (de) 1989-06-02 1989-08-31 Vossloh-Werke GmbH, 58791 Werdohl Schienenbefestigung auf Betonschwellen od.dgl. mittels elastischer Spannklemmen
CN2144138Y (zh) 1992-12-05 1993-10-20 北京铁路分局承德工务段 木枕弹条式扣轨装置
CN2151170Y (zh) 1993-03-13 1993-12-29 王桂林 一种双可调弹性扣件
DE19607339A1 (de) 1996-02-27 1997-08-28 Vossloh Werke Gmbh Vorrichtung zur hochelastischen Befestigung von Eisenbahn-Schienen auf Standard-Betonschwellen
CN2281998Y (zh) 1996-05-10 1998-05-20 沈阳铁路局朝阳镇工务器材厂 防止道岔辙叉横向位移的锁紧扣件
DE19848928C2 (de) 1998-10-23 2003-08-21 Pfleiderer Infrastrukturt Gmbh Feste Fahrbahn und Verfahren zu ihrer Herstellung
DE102004033724B3 (de) 2004-07-13 2005-10-27 Vossloh-Werke Gmbh System zum Befestigen einer Schiene für Schienenfahrzeuge
DE102005048829A1 (de) 2004-12-09 2006-06-29 SCHWIHAG GESELLSCHAFT FüR EISENBAHNOBERBAU MBH Kraftschlüssig-elastische Schienenbefestigung für Gleisanlagen
FR2881446B1 (fr) 2005-02-03 2007-06-08 Railtech Internat Sa Attache en fil a points d'appui alignes
AT502150B1 (de) * 2005-06-13 2007-06-15 Vae Eisenbahnsysteme Gmbh Schienenbefestigung auf schwellen
DE102006035242A1 (de) * 2006-07-26 2008-03-13 Rail.One Gmbh Feste Fahrbahn für Schienenfahrzeuge und Verfahren zu ihrer Herstellung
DE202007018566U1 (de) 2007-09-14 2008-12-04 Vossloh-Werke Gmbh System zum Befestigen einer Schiene auf einem ebenen festen Untergrund
DE102007046543A1 (de) 2007-09-27 2009-04-16 Vossloh-Werke Gmbh System zum Befestigen einer Schiene und Spannklemme für ein solches System
DE102008003744B3 (de) 2008-01-10 2009-06-04 Vossloh-Werke Gmbh Abstützung für ein System zum Befestigen einer Schiene und System zum Befestigen einer Schiene
HUP0800082A2 (en) 2008-02-12 2009-10-28 Robert Csepke Clamping device for fastening railway rails on cross-sleeper and fastener spring thereof
WO2009103349A1 (fr) * 2008-02-22 2009-08-27 Vossloh-Werke Gmbh Système de fixation d’un rail sur un support

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018091351A1 (fr) * 2016-11-16 2018-05-24 Vossloh-Werke Gmbh Attaches de serrage et point de fixation pour fixer un rail sur un fond
WO2018091353A3 (fr) * 2016-11-16 2018-11-01 Vossloh-Werke Gmbh Mâchoire de serrage, plaque de guidage et point de fixation pour la fixation d'un rail sur une base
US11492763B2 (en) 2016-11-16 2022-11-08 Vossloh-Werke Gmbh Tension clamp and fastening point for the fastening of a rail to the ground
EA037636B1 (ru) * 2017-05-30 2021-04-23 Фоссло-Верке Гмбх Эластичный зажим и крепежная точка для закрепления рельса на нижнем строении пути

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TWI513876B (zh) 2015-12-21
US9139959B2 (en) 2015-09-22
EP2478154A1 (fr) 2012-07-25
PL2478154T3 (pl) 2016-07-29
AR085879A1 (es) 2013-11-06
DE202009013569U1 (de) 2010-01-07
UY32887A (es) 2011-04-29
TW201116665A (en) 2011-05-16
CN102498245A (zh) 2012-06-13
WO2011032932A1 (fr) 2011-03-24
DE102009041112A1 (de) 2011-05-12
ES2566541T3 (es) 2016-04-13
DE102009041112B4 (de) 2014-10-30
US20120187206A1 (en) 2012-07-26
CN102498245B (zh) 2016-02-24

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