EP0745162B1 - Dispositif de fixation de rails - Google Patents

Dispositif de fixation de rails Download PDF

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Publication number
EP0745162B1
EP0745162B1 EP95911241A EP95911241A EP0745162B1 EP 0745162 B1 EP0745162 B1 EP 0745162B1 EP 95911241 A EP95911241 A EP 95911241A EP 95911241 A EP95911241 A EP 95911241A EP 0745162 B1 EP0745162 B1 EP 0745162B1
Authority
EP
European Patent Office
Prior art keywords
section
plate
securing
rail fastening
sole
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
EP95911241A
Other languages
German (de)
English (en)
Other versions
EP0745162A1 (fr
Inventor
Sebastian Benenowski
Albrecht Demmig
Hans-Ulrich Dietze
Alfred Kais
Hubertus Höhne
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.)
Voestalpine Turnout Technology Germany GmbH
Original Assignee
Voestalpine BWG GmbH
Butzbacher Weichenbau 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 Voestalpine BWG GmbH, Butzbacher Weichenbau GmbH filed Critical Voestalpine BWG GmbH
Publication of EP0745162A1 publication Critical patent/EP0745162A1/fr
Application granted granted Critical
Publication of EP0745162B1 publication Critical patent/EP0745162B1/fr
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
    • E01B7/00—Switches; Crossings
    • E01B7/02—Tongues; Associated constructions
    • 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

Definitions

  • the invention relates to a rail fastening for two side by side running directly or indirectly secured on a base such as a ribbed plate, Rails having rails such as wing rails in the centerpiece area, the Rail feet in their mutually facing areas of a plate element are held down.
  • Rail fasteners connect rails with their support.
  • the rail fasteners have to perform a variety of tasks. So they have to secure the track gauge, a tilting of the rail with lateral force application by a wheel prevent, prevent the rail from lifting off the surface and prevent frame-rigid track by partially twist-resistant connection of the rail with the Create support.
  • the type of rail fastener to be used depends on this according to the material of the rail support and according to the expected Track loads. However, it creates problems, closely spaced Rails, i.e. narrow rails such as Wing rails in the centerpiece area on their inner, i.e. facing rail foot areas secure without constructively complex measures are taken or the Superstructure needs considerable changes in this area.
  • a stock rail is held down by means of a sliding chair, the sliding chair itself being secured by an elongated spring element is.
  • the present invention is based on the problem of a rail fastening type mentioned, especially for narrow rails such as wing rails in To further develop the centerpiece area in such a way that with structurally simple measures safe hold down of the rail feet in their mutually facing areas takes place that in particular a safeguard against tipping or lifting the Rails.
  • the problem is essentially solved according to the invention in that the plate element is secured via at least one rod-shaped securing element, which is a Breakthrough of the plate element penetrated and in front of and behind the plate element is supported on counter bearings originating from the base.
  • the rail feet are of closely spaced Rails covered by a plate member and held down by this, wherein the attachment of the plate element itself no space between the rails needed. Rather, it is secured by holding down the plate element preferably two rod-shaped securing elements, which are laterally along the Extend underlay like ribbed plate and on the one hand perforations of the plate element prevail and on the other hand are supported on counter bearings, which in turn can protrude laterally from the base. In particular, it is also not necessary that the plate element is screwed to a base, whereby under other significant disadvantages in assembly and maintenance.
  • the top of the plate element also serves as support for e.g. a centerpiece tip or a switch tongue, so that the plate element accordingly a Exercises a double function, namely on the one hand as a rail fastening means and on the other hand as a sliding chair.
  • the plate member has a section the base or a base extending from these in the longitudinal direction of the Surrounding the base laterally at least in sections, with the plate element outgoing projections in on opposite sides of the section or base engage existing recesses.
  • the projections preferably run in the longitudinal direction of the base, in the recesses formed as longitudinal grooves of the document section or base.
  • the clear distance between the projections smaller than the distance between the upper marginal boundaries of the recesses like longitudinal grooves, so that when on the section or The base of the plate element is properly aligned and not uncontrolled can be raised if e.g. one of the rod-shaped securing elements should fail.
  • the counter bearings are preferably receptacles that protrude laterally from the base formed, with each receptacle a semi-circular support surface for has the securing element, which is open at the bottom.
  • a rectangular Have cross-section that of the fuse element penetrated through the plate element, which in one can extend to the side of the base extending portion.
  • the rod-shaped securing element sections along its longitudinal axis has different cross sections such that the plate element securing and holding down position to a first section of the securing element one of the support surfaces lies at least linearly perpendicular to the longitudinal axis, the securing element in front of and behind the first section one of these has such a different cross-sectional shape that an axial displacement is excluded is, and that the fuse element within the opening with a (Second) section of a cross section is arranged such that the securing element in the longitudinal direction of the rail on opposite side walls or edges the breakthrough is present.
  • the securing element on simple Is pushed through the opening of the plate element, wherein at the same time along the inclusion of the in the displacement direction of the Securing element in front of the plate element lying counter bearing. Doing so the securing element when securing and holding down the plate element in one Position held, which differs from that preferably by 90 ° in which the securing element is inserted. About this rotation about the longitudinal axis of the securing element To enable in a simple manner, the securing element on his rear end has an oval cross-section to from a lever-like tool to be detected, so that the securing element to its extent Longitudinal axis can be rotated.
  • the invention is characterized in that the plate element is secured via at least one rod-shaped securing element, which on the one hand on the plate element and on the other hand in front of and behind the plate element is supported by counter bearings.
  • the core area has a customary structure to the extent that that wing rails (10) and (12), between which one is preferred in the exemplary embodiment resilient centerpiece tip (14) runs on a support like Rib plate (16) are fastened, which via conventional fastening means (18) and (20) optionally with the interposition of elastic intermediate layers with e.g. one Threshold (22) is connected.
  • the wing rails (10) and (12) are on the outside via conventional rail fastening means secured like tensioning brackets (24) and (26), which on the rail feet (28) and (30) the wing rails (10) and (12) rest.
  • the inner sections (32) and (34) of the rail feet (28) and (30) braced over a plate element (36) or (38), which also serves as a support serve for the centerpiece tip.
  • a plate element (36) or (38) which also serves as a support
  • the sections (32) and (34) of the rail feet (28) and (30) securing Plate element consequently also a sliding chair.
  • the internal bracing of the rails (10) and (12) is carried out according to the invention in the following Wise.
  • the plate element (36) and thus also the plate element (38) has a side view a T-shape and a U-shape in front view, as a comparison of FIG. 1 and 2 and 6 and 7 clarified. It is supported by a plate-shaped section (40) formed cross legs on the sections (32) and (34) of the rail feet (28) and (30), so that the rails (10) and (12) are braced on the inside.
  • the plate element (36) surrounds a portion or base (62) of the sliding chair at a distance (16) - as shown in FIGS. 6 and 7 - that in the longitudinal direction of the ribbed plate (16) has longitudinal grooves (64) and (66) into which the web-like projections (46) and (48) engage the plate element (36) when it is positioned (Fig. 7).
  • the clear distance between the projections (46) and (48) less than the distance of the in the longitudinal grooves (64), (66) merging side edges (68) and (70) of the base (62). This ensures that when the plate-shaped element or hold-down (36) is supported and positioned on the section (62), an uncontrolled Taking off is no longer possible.
  • rod-shaped securing elements (72) and (74) are provided, of which the securing element (72) in FIGS. 4 and 5 is shown in side and top views.
  • the securing elements are enforced (72) and (74) on the one hand the openings (50) and (52) of the plate element (36) and on the other hand are supported on counter bearings (76), (78) and (80), (82) and are excited by this.
  • each securing element (72), (74) a geometry based on FIGS. 4 and 5 and in particular the sectional views results.
  • the figures expressly serve as additional means of disclosure.
  • the securing element (72) - and thus also the securing element (74) - has one tapered end portion (84) for easy insertion into the opening (50) or (52) of the section (54) of the plate element (36).
  • a section (86) (section B-B), which is a semicircle (88) has the following upper limit, which corresponds to the geometry of the counter bearings (76), (78), (80) and (82) corresponds in their support surfaces (90) and (92). It includes itself flattened section (94) following in section of an ellipse (section C-C) turn into a section (96) that has a rectangular geometry (Section D-D) with a projection (98) shows.
  • a section (100) follows, which follows a rectangular geometry (section E-E). This goes into an elliptical Section (102) (Section F-F) over, which is delimited by a section (104) whose cross-section G-G corresponds to the cross-section E-E with the restriction that a quarter of the circumferential surface (106) follows a circular section which corresponds to that of the Cross section B-B matches.
  • a section (108) closes with a Cross-section H-H, which corresponds to cross-section B-B, and therefore for support the inner surface of the sliding element of the securing element (72) before the opening (50) lying counter bearing (78) is used. Behind section (108) follows likewise having a rectangular cross section (section J-J) Section (110).
  • the free end (112) has an elliptical cross section (section K-K) which corresponds to the cross section C-C.
  • the sections (104) and (110) have a distance that is greater than that Extension of the counter bearing (78) in the longitudinal direction of the rod-shaped securing element (72). This ensures that the securing element is prevented from moving (72) in the direction of its longitudinal axis when the securing element (72) is in the position securing the plate element (36), in the exemplary embodiment the projection (98) on the side wall (114) of the opening (50) of the approach (54) of the plate element (36), whereas the securing element (72) with its opposite surface (116) on the inner side wall (118) is supported.
  • the securing element (74) is positioned accordingly, so that neither the securing elements (72) and (74) in their longitudinal directions still the plate element (36) perpendicular this can be postponed; because the securing elements (72) and (74) lie with their outer surfaces (88) of the sections (86) and (108) following a semicircle the support surfaces (92) of the counter bearings, which have a complementary geometry (76) and (78). Due to the cross-sectional geometries of the section (108) A longitudinal migration is prevented from adjacent sections (104) and (110). Furthermore, the transverse extent of the sections (96) having the projections (98) the securing elements (72) and (74) ensure that the plate element moves laterally (36) cannot take place.
  • the securing elements (72) and (74) due to their guidance between the openings (50) and (52) and the Support on the counter bearings (76), (78) and (80), (82) that the plate element (36) a tensile force in the direction of the rail feet (28) and (30) experiences such that the desired internal rail tension is ensured.
  • the projection (98) is when the securing element is inserted (72) directed upwards.
  • the cross section is elliptical End (112j a section of a tool (120) designed as a lever arm, which has to be pivoted through 90 ° to secure element (72) or (74) from the "sliding position” to the "securing position", turning the securing element (72) or (74) acts as a spiral spring and the plate element (36) against the Sections (32) and (34) of the rail feet (28) and (30) presses without that Plate element (36) and the section or base (62) of the sliding chair along the Touch areas parallel to this.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Fuel-Injection Apparatus (AREA)
  • Chain Conveyers (AREA)
  • Inspection Of Paper Currency And Valuable Securities (AREA)
  • Clamps And Clips (AREA)
  • Connection Of Plates (AREA)
  • Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
  • Emergency Lowering Means (AREA)

Claims (14)

  1. Fixation de rails, pour deux rails (10, 12) présentant des patins (28, 30) maintenus côte à côte directement ou indirectement, sur une embase (16) telle qu'une plaque à nervures comme des pattes de lièvre au niveau de la pièce de coeur à l'occasion de quoi les patins sont maintenus en bas, au niveau de leurs parties en regard (32, 34), par un élément à plaque (36, 38),
    caractérisée en ce que
    l'élément à plaque (36, 38) est maintenu par au moins un élément de sécurité (72, 74) en forme de barre, traversant un passage (50, 52) de l'élément à plaque et s'appuyant devant et derrière l'élément à plaque sur des contre-paliers (76, 78, 80, 82) partant de l'embase (16).
  2. Fixation de rails selon la revendication 1,
    caractérisée en ce que
    l'élément à plaque (36, 38) est maintenu en bas par deux éléments de sécurité (72, 74) s'étendant le long des côtés de l'embase (16).
  3. Fixation de rails selon la revendication 1 ou 2,
    caractérisée en ce que
    l'élément à plaque (36, 38), présentant latéralement la forme d'un T, et en section la forme d'un U, constitue par sa face supérieure un appui, pour une pièce de coeur (14) à la manière d'une plaque de glissement.
  4. Fixation de rails selon au moins une des revendications précédentes,
    caractérisée en ce que
    l'élément à plaque (36, 38) présente deux ailes latérales (42, 44) perpendiculaires à la direction longitudinale de l'embase (16), dont la largeur est plus petite que l'écartement existant entre les bords se faisant face (58, 60) des patins (28, 30, 32, 34).
  5. Fixation de rails selon au moins une des revendications précédentes,
    caractérisée en ce que
    l'élément à plaque (36, 38) entoure une partie (62) de l'embase (16) ou un socle partant de cette partie, au moins par-dessus à une certaine distance et entoure selon la direction longitudinale de l'embase, au moins cette partie ou ce socle localement sur les côtés, des saillies (46, 48) partant de l'élément à plaque étant en prise dans des évidements (64, 66) existant dans les côtés opposés de la partie (62) ou du socle, lorsque l'élément à plaque est positionné.
  6. Fixation de rails selon au moins une des revendications précédentes,
    caractérisée en ce que
    les saillies (46, 48) sont orientées selon la direction longitudinale de l'embase (16) et sont en prise dans des évidements (64, 66) de la partie (62) ou du socle, constitués par des rainures longitudinales.
  7. Fixation de rails selon au moins une des revendications précédentes,
    caractérisée en ce que
    la distance séparant les saillies (46, 48) est inférieure à la distance séparant les bords (68, 70) délimitant en haut les évidements (64, 66) constitués par des rainures longitudinales.
  8. Fixation de rails selon au moins une des revendications précédentes,
    caractérisée en ce que
    les contre-paliers (76, 78, 80, 82) sont des logements (90, 92) dépassant latéralement l'embase (16).
  9. Fixation de rails selon au moins une des revendications précédentes,
    caractérisée en ce que
    les logements (90, 92) présentent en coupe une portée d'appui en forme d'un demi-cercle recevant l'élément de sécurité (72, 74) ouvert vers le bas.
  10. Fixation de rails selon au moins une des revendications précédentes,
    caractérisée en ce que
    le passage (50, 52) que traverse l'élément de sécurité (72, 74) a une section sensiblement rectangulaire.
  11. Fixation de rails selon au moins une des revendications précédentes,
    caractérisée en ce que
    l'élément de sécurité (72, 74) en forme de barre présente, le long de son axe longitudinal, des parties (84, 86, 94, 96, 100, 102, 104, 108, 110, 112) de sections différentes, à savoir que :
    dans la position assurant le maintien en bas de l'élément à plaque (36, 38), une première partie (108) de l'élément de sécurité est appliquée sur une des portées d'appui (90, 92) perpendiculairement à l'axe longitudinal, avec contact au moins linéaire,
    l'élément de sécurité, devant et derrière cette première partie, a une section dont la forme s'écarte de celle de cette partie de manière à empêcher un coulissement axial de l'élément de sécurité,
    à l'intérieur du passage, l'élément de sécurité comporte une (seconde) partie (96, 98) dont la section est conçue de manière que l'élément de sécurité soit en appui, selon la direction longitudinale du rail, sur les parois latérales opposées (114, 118) ou bordant le passage (50, 52).
  12. Fixation de rails selon au moins une des revendications précédentes,
    caractérisée en ce que
    la section de la seconde partie (96) est un rectangle complétée sur un côté par une saillie (98).
  13. Fixation de rails selon au moins une des revendications précédentes,
    caractérisée en ce que
    l'élément de sécurité (72, 74) pendant son coulissement à travers les passages (50, 52) existant dans l'élément à plaque (36) et son alignement sur les contre-paliers (76, 78, 80, 82) occupe une position tournée de 90° par rapport à la position dans laquelle il assure le maintien en bas de l'élément à plaque (36).
  14. Fixation de rails, pour deux rails (10, 12) présentant des patins (28, 30) maintenus côte à côte directement ou indirectement, sur une embase (16) telle qu'une plaque à nervures comme des pattes de lièvre au niveau de la pièce de coeur à l'occasion de quoi les patins sont maintenus en bas, au niveau de leurs parties en regard (32, 34), par un élément à plaque (36, 38),
    caractérisée en ce que
    l'élément à plaque (36, 38) est maintenu par au moins un élément de sécurité (72, 74) en forme de barre, en appui d'une part sur l'élément à plaque, d'autre part en avant et en arrière de celui-ci, sur des contre-paliers (76, 78, 80, 82) partant de l'embase (16).
EP95911241A 1994-02-18 1995-02-18 Dispositif de fixation de rails Expired - Lifetime EP0745162B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE4405135A DE4405135A1 (de) 1994-02-18 1994-02-18 Schienenbefestigung
DE4405135 1994-02-18
PCT/EP1995/000594 WO1995022658A1 (fr) 1994-02-18 1995-02-18 Dispositif de fixation de rails

Publications (2)

Publication Number Publication Date
EP0745162A1 EP0745162A1 (fr) 1996-12-04
EP0745162B1 true EP0745162B1 (fr) 1998-05-06

Family

ID=6510523

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95911241A Expired - Lifetime EP0745162B1 (fr) 1994-02-18 1995-02-18 Dispositif de fixation de rails

Country Status (8)

Country Link
EP (1) EP0745162B1 (fr)
AT (1) ATE165881T1 (fr)
AU (1) AU1891095A (fr)
DE (2) DE4405135A1 (fr)
DK (1) DK0745162T3 (fr)
ES (1) ES2116734T3 (fr)
FI (1) FI963212A (fr)
WO (1) WO1995022658A1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19841903A1 (de) * 1998-09-11 2000-03-16 Butzbacher Weichenbau Gmbh Vorrichtung zum Befestigen einer Schiene
CN104452490B (zh) * 2014-10-16 2016-08-24 山东钢铁股份有限公司 一种铁路道岔导曲线支距垫板

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE469131C (de) * 1928-01-26 1928-12-07 Schwaebische Huettenwerke Gmbh Doppelklemmplatte fuer Schienen
DE2922862C2 (de) * 1979-06-06 1983-09-29 Elektro-Thermit Gmbh, 1000 Berlin Herzstück für Weichen
DE3411122A1 (de) * 1984-03-26 1985-10-03 BWG Butzbacher Weichenbau GmbH, 6308 Butzbach Vorrichtung zum befestigen von schienen
DE9211526U1 (de) * 1992-09-02 1994-01-13 Wbg Weichenwerk Brandenburg Gmbh, 14774 Brandenburg Vorrichtung zum Befestigen einer Schiene

Also Published As

Publication number Publication date
FI963212A0 (fi) 1996-08-16
WO1995022658A1 (fr) 1995-08-24
ATE165881T1 (de) 1998-05-15
AU1891095A (en) 1995-09-04
ES2116734T3 (es) 1998-07-16
DE4405135A1 (de) 1995-08-24
DE59502109D1 (de) 1998-06-10
FI963212A (fi) 1996-10-15
DK0745162T3 (da) 1999-03-15
EP0745162A1 (fr) 1996-12-04

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