EP0710308A1 - Verankerungsvorrichtung für eine elastische schienenbefestigung - Google Patents

Verankerungsvorrichtung für eine elastische schienenbefestigung

Info

Publication number
EP0710308A1
EP0710308A1 EP94922294A EP94922294A EP0710308A1 EP 0710308 A1 EP0710308 A1 EP 0710308A1 EP 94922294 A EP94922294 A EP 94922294A EP 94922294 A EP94922294 A EP 94922294A EP 0710308 A1 EP0710308 A1 EP 0710308A1
Authority
EP
European Patent Office
Prior art keywords
helical
female element
female
male
helical element
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP94922294A
Other languages
English (en)
French (fr)
Other versions
EP0710308B1 (de
Inventor
Joel Cailliau
Denis Vallet
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.)
Traverses En Beton Arme Systeme Vagneux SA
Allevard SA
Original Assignee
Traverses En Beton Arme Systeme Vagneux SA
Allevard SA
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 Traverses En Beton Arme Systeme Vagneux SA, Allevard SA filed Critical Traverses En Beton Arme Systeme Vagneux SA
Publication of EP0710308A1 publication Critical patent/EP0710308A1/de
Application granted granted Critical
Publication of EP0710308B1 publication Critical patent/EP0710308B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/02Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
    • E01B9/04Fastening on wooden or concrete sleepers or on masonry without clamp members
    • E01B9/14Plugs, sleeves, thread linings, or other inserts for holes in sleepers

Definitions

  • the present invention relates to a device for anchoring an elastic rail fastener in a railway sleeper.
  • Anchoring systems are already known comprising a male threaded element intended to be fixed by screwing in a female element with internal or threaded thread, incorporated in the cross-member.
  • This female element generally consists of a plastic sheath inserted into the cross member during molding of the latter. But this sheath resists poorly the permanent tensile force exerted by the male element, which results in a creep of the material constituting the sheath, that is to say a continuous deformation resulting in a reduction of the force. tightening and therefore compromising the efficiency of the rail fastener.
  • the useful part of the sheath has the same price per unit of length as the remaining part, which is relatively disadvantageous from an economic point of view.
  • the object of the present invention is to satisfactorily solve the technical problems resulting from the preceding drawbacks.
  • a device for anchoring an elastic rail fastener in a cross member comprising a male element with external thread intended to be fixed by screwing in a female element with thread internal incorporated in the cross member, characterized in that the female element is provided with a helical element integral with its external lateral face.
  • the internal diameter of the turns of the helical element is less than or equal to the external diameter of the thread of the male element so as to obtain, in the mounting position, overlapping of the faces opposite the threads respectively. of the helical element and of the male element.
  • the helical element consists of a wire of parallelepipedic section and preferably in diamond shape which is screwed onto said female element.
  • the height of said female element is greater than or equal to the height of the helical element.
  • the device further comprises a collar intended to be received between the upper face of the cross member and the upper edge of the female element.
  • said collar comprises a sealing wall forming a sealing capsule and capable of being perforated by introduction of the male element.
  • the female element and the helical element are provided with a coating of compressible material ensuring the connection with the cross-member.
  • the device also comprises longitudinally extending anti-rotation fins and the outer edge of which is located on or inside the cylinder-envelope of the female element with the helical element or the coating.
  • the helical element is metallic and the female element is made of insulating plastic.
  • the device of the invention makes it possible to limit creep while increasing the range of the external thread of the male element on the internal thread of the female element, which improves the resistance to tearing.
  • the device of the invention can be easily adapted to male elements of different lengths by adjusting the height of the helical element and using a single female element.
  • FIGS la and lb show front views with partial vertical sections of a first embodiment of the anchoring device of the invention, respectively in the disassembled position and in the mounted position;
  • FIG. 2 shows a front view of the helical element of the invention
  • FIG. 3 shows a partial vertical sectional view of a second embodiment of the invention
  • FIG. 4 shows a front view of another embodiment.
  • the anchoring device shown in FIGS. 1a and 1b is intended for anchoring a rail fastener (not shown) in a railway cross member T. It comprises a male element with an external thread 1 intended to be fixed by screwing in a female element or tapped sheath 2 made of insulating plastic material incorporated in the cross-member T, generally during the molding of the latter.
  • the female element 2 comprises a helical element 20 secured to its external lateral face, preferably by screwing onto the body of said element 2.
  • the connection between the female element 2 and the concrete of the cross-member T is thus ensured by means of the helical element 20.
  • the internal diameter of the turns of the helical element 20 is several millimeters less than the external diameter of the external thread of the male element 1. In this way, in the mounting position, an axial overlapping of the facing faces is obtained. screw threads respectively of the helical element 20 and the male element 1.
  • This covering guarantees excellent mechanical resistance in the axial direction, under static or dynamic loading, the force of the male element 1 is thus transmitted to the 'helical element 20 via the side wall of the female element 2 which is formed of a relatively small thickness of elastically deformable plastic material having only a low sensitivity to creep.
  • the male element 1 is blocked upward by virtue of the preceding overlap and any break in the anchoring is thus avoided for force values normal in the field considered. It is also planned to leave, in the radial direction in the mounted position, a clearance between the lateral face of the male element 1 and the internal face of the female element 2 so as to compensate for any manufacturing dispersion or else expansion thermal.
  • the bottom of the female element 2 is blind as shown in FIGS. 1a and 1b but can also be open out according to embodiments not shown.
  • the helical element 20 consists of a metal wire wound helically around an axis XX 'whose section is parallelepipedic and preferably diamond.
  • the diamond section allows good functional cooperation between the thread of the male element 1 and the profile of the helical element 20. It also makes it possible to produce the side wall of the female element 2 with a substantially uniform thickness.
  • the points of the diamond section which are oriented radially towards the cross-member T in the concrete participate in the retention of the female element 2 in its housing.
  • the height of the female element 2 is greater than or equal to the height of the helical element 20 when it is screwed onto the body of said element 2. It is clear however that, given its helical winding, the element 20 has a certain elasticity, especially in the direction XX '. In a particular embodiment, the upper edge of said element 2 is flush with the upper face of the cross member T. It is then provided to have in the mouth of the housing a flange 12 as shown in FIG. 3. The flange 12 then constitutes an extension of the female element 2 by coming to be connected to its upper edge. However, it does not participate in anchoring since it has no thread. In addition, the helical element 20 is not in screwing contact with the flange 12.
  • a cylindrical or frustoconical profile will be given at the mouth of the housing so as not to put the flange 12 only after molding of the cross member and drying of the concrete.
  • the risks of cracking due to the phenomenon of shrinkage of the concrete are eliminated.
  • the collar 12 advantageously comprises a sealing wall 12a forming a sealing capsule.
  • the wall 12a is capable of being perforated by introduction of the lower end of the male element 1 during assembly.
  • the female element 2 and the helical element 20 are provided with a coating 22 made of compressible material (such as certain elastomeric or plastic materials) which ensures the connection with the concrete of the sleeper T.
  • This coating 22 is produced for example by overmolding and makes it possible to absorb the expansion differences between the material constituting the female element 2 and / or the helical element 20 and the concrete of the cross-member T.
  • the external lateral face of the coating 22 comprises fins 220 which extend in a longitudinal direction in a discontinuous manner between two adjacent turns of the helical element 20. These fins have the function to prohibit the rotation of the lower part of the anchoring device with respect to the cross member T.
  • the devices are produced by molding or overmolding and have a radial width less than or equal to the depth of the helical groove delimited by the envelope cylinder of the coating 22.
  • the width radial of the fins 220 is less than or equal to the projecting part of the helical element 20.
  • the outer edge of the fins is located on or inside the cylinder-envelope of the lower part of the device anchoring.
  • the device will comprise several series of fins 220 aligned or offset on the external lateral face.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Dowels (AREA)
  • Railway Tracks (AREA)
  • Portable Nailing Machines And Staplers (AREA)
  • Chutes (AREA)
  • Operating, Guiding And Securing Of Roll- Type Closing Members (AREA)
  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
  • Chain Conveyers (AREA)
  • Gear-Shifting Mechanisms (AREA)
  • Vibration Prevention Devices (AREA)
  • Vehicle Body Suspensions (AREA)
  • Supports For Pipes And Cables (AREA)
  • Bolts, Nuts, And Washers (AREA)
  • Bending Of Plates, Rods, And Pipes (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Automobile Manufacture Line, Endless Track Vehicle, Trailer (AREA)
  • Clamps And Clips (AREA)
  • Installation Of Indoor Wiring (AREA)
  • Window Of Vehicle (AREA)
EP94922294A 1993-07-23 1994-07-22 Verankerungsvorrichtung für eine elastische schienenbefestigung Expired - Lifetime EP0710308B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR9309109 1993-07-23
FR9309109A FR2708012B1 (fr) 1993-07-23 1993-07-23 Dispositif d'ancrage d'une attache élastique de rail.
PCT/FR1994/000920 WO1995003451A1 (fr) 1993-07-23 1994-07-22 Dispositif d'ancrage d'une attache elastique de rail

Publications (2)

Publication Number Publication Date
EP0710308A1 true EP0710308A1 (de) 1996-05-08
EP0710308B1 EP0710308B1 (de) 1998-05-06

Family

ID=9449577

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94922294A Expired - Lifetime EP0710308B1 (de) 1993-07-23 1994-07-22 Verankerungsvorrichtung für eine elastische schienenbefestigung

Country Status (13)

Country Link
EP (1) EP0710308B1 (de)
AT (1) ATE165882T1 (de)
DE (1) DE69410097T2 (de)
DK (1) DK0710308T3 (de)
DZ (1) DZ1803A1 (de)
ES (1) ES2119214T3 (de)
FR (1) FR2708012B1 (de)
GR (1) GR3027588T3 (de)
HU (1) HU218802B (de)
MA (1) MA23281A1 (de)
RO (1) RO116023B1 (de)
TN (1) TNSN94083A1 (de)
WO (1) WO1995003451A1 (de)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITBS20130132A1 (it) * 2013-09-25 2015-03-26 Essebi Plast S R L Tappo di protezione del tassello di una traversina ferroviaria e traversina ferroviaria
RU185598U1 (ru) * 2018-09-07 2018-12-11 Акционерное Общество "Комплексное Сервисное Обслуживание Пути" Железобетонная шпала
RU202904U1 (ru) * 2020-07-21 2021-03-12 Открытое акционерное общество "Северсталь-метиз" Спираль для армирования железобетонного подрельсового основания в зоне установки дюбеля

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011055797A1 (de) 2011-11-29 2013-05-29 Track Tec GmbH Befestigungsvorrichtung mit Dübel und Bewehrung

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB249773A (en) * 1925-11-16 1926-04-01 Edmond Francois Leopold Vagneu Improvements in or relating to means for securing railroad lines to sleepers
FR686672A (fr) * 1929-12-14 1930-07-29 Perfectionnements des attaches pour traverses en béton armé
FR2315568A1 (fr) * 1975-06-25 1977-01-21 Vape Sa Ets Dispositif de fixation a vis dans un element de construction en matiere agglomeree
FR2677677B1 (fr) * 1991-06-17 1996-07-05 Urba Insert pour ancrage de fixation de traverses de chemin de fer.

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO9503451A1 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITBS20130132A1 (it) * 2013-09-25 2015-03-26 Essebi Plast S R L Tappo di protezione del tassello di una traversina ferroviaria e traversina ferroviaria
RU185598U1 (ru) * 2018-09-07 2018-12-11 Акционерное Общество "Комплексное Сервисное Обслуживание Пути" Железобетонная шпала
RU202904U1 (ru) * 2020-07-21 2021-03-12 Открытое акционерное общество "Северсталь-метиз" Спираль для армирования железобетонного подрельсового основания в зоне установки дюбеля

Also Published As

Publication number Publication date
WO1995003451A1 (fr) 1995-02-02
ES2119214T3 (es) 1998-10-01
GR3027588T3 (en) 1998-11-30
MA23281A1 (fr) 1995-04-01
HUT75632A (en) 1997-05-28
DE69410097D1 (de) 1998-06-10
HU9600144D0 (en) 1996-03-28
EP0710308B1 (de) 1998-05-06
RO116023B1 (ro) 2000-09-29
FR2708012B1 (fr) 1995-10-20
ATE165882T1 (de) 1998-05-15
HU218802B (hu) 2000-12-28
DZ1803A1 (fr) 2002-02-17
TNSN94083A1 (fr) 1995-04-25
DE69410097T2 (de) 1998-12-17
FR2708012A1 (fr) 1995-01-27
DK0710308T3 (da) 1999-03-15

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