EP0206618B1 - Fixation d'un rail de chemin de fer sur un membre de support - Google Patents

Fixation d'un rail de chemin de fer sur un membre de support Download PDF

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Publication number
EP0206618B1
EP0206618B1 EP86304392A EP86304392A EP0206618B1 EP 0206618 B1 EP0206618 B1 EP 0206618B1 EP 86304392 A EP86304392 A EP 86304392A EP 86304392 A EP86304392 A EP 86304392A EP 0206618 B1 EP0206618 B1 EP 0206618B1
Authority
EP
European Patent Office
Prior art keywords
anchoring device
passageway
opening
width
clip
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
Application number
EP86304392A
Other languages
German (de)
English (en)
Other versions
EP0206618A2 (fr
EP0206618A3 (en
Inventor
Peter William Brindley
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.)
Pandrol Ltd
Original Assignee
Pandrol Ltd
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 Pandrol Ltd filed Critical Pandrol Ltd
Priority to AT86304392T priority Critical patent/ATE47171T1/de
Publication of EP0206618A2 publication Critical patent/EP0206618A2/fr
Publication of EP0206618A3 publication Critical patent/EP0206618A3/en
Application granted granted Critical
Publication of EP0206618B1 publication Critical patent/EP0206618B1/fr
Expired 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
    • E01B9/58—Fastening the rail in the chair
    • 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

Definitions

  • an anchoring device comprising a first portion which is formed with a substantially horizontal passageway and a second portion projecting sideways in one direction from one side of the first portion, the anchoring device being such that it may be included in an assembly comprising a support member for a railway rail, a railway rail standing on the support member and having a flange at its foot projecting sideways in opposite directions from the central web of the rail, the anchoring device being beside an edge of the flange, and a railway rail-fastening clip which has been made by bending a metal bar and which has a substantially straight leg in said passageway, another part bearing downwardly on the upper surface of the rail flange and a further part bearing downwardly on said second portion of the anchoring device.
  • Many of the anchoring devices which have been incorporated in assemblies as described above incorporate a third portion projecting sideways in the opposite direction from the opposite side of the first portion. Such a device, with the third portion, is referred to below as an anchoring device of
  • an assembly comprising a support member for a railway rail, a railway rail standing on the support member, an anchoring device having a first portion formed with a substantially horizontal passageway and having on one side of the first portion a second portion projecting in one direction away from the first portion and a railway rail-fastening clip which has been made by bending a metal bar and which has a substantially straight leg in said passageway, another part bearing downwardly on the upper surface of the rail flange and a further part bearing downwardly on the second portion of the anchoring device.
  • the anchoring device can have the third portion.
  • Such an assembly, with the third portion is referred to below as an assembly of the type defined.
  • the third portion of the previously known anchoring devices has a substantially rectangular cross-section, with rounded corners, as seen in a vertical section plane parallel to the axis of the passageway. It helps to position the anchoring device in a mould into which a sand/cement/water mixture is poured to form a concrete railway sleeper incorporating four of the anchoring devices, each with a long tail below the passageway and projecting within the concrete, the length of the tail being at least five times the width of the passageway.
  • the upper surface of the third portion lies flush with the flat upper surface of the concrete and the lower surface of the second portion lies on the upper surface of the concrete.
  • an anchoring device of the type defined characterised in that the third portion of the anchoring device is part of a securing region of the anchoring device and this securing region has an increase in width of at least 40%, proceeding downwardly, and the lowest point on the anchoring device is lower than the bottom of the passageway by a distance which is less than twice the maximum width of the passageway, whereby the anchoring device may be included in a said assembly in which the support member is a base plate which has an opening in it, the opening having, proceeding downwardly, an increase in width, the rail standing on one side of the opening in the base plate and the first portion of the anchoring device being on the opposite side of the opening, the securing region of the anchoring device being in the opening and being caused by the clip to be pressed upwardly against surfaces on the base plate which define the opening.
  • the support member is a base plate which has an opening in it, the opening having, proceeding downwardly, an increase in width, the rail standing on one side of the opening in the base plate and the first portion of the anchoring device being on the opposite side of the opening, the securing region of the anchoring device being in the opening and being caused by the clip to be pressed upwardly against surfaces on the base plate which define the opening.
  • the above-mentioned width of the securing region of the anchoring device is in the examples described below, with reference to the accompanying drawings, the width measured parallel to the passageway in the first portion and the width increases smoothly, proceeeding downwardly.
  • the first-mentioned width of the securing region could be the width measured perpendicularly to the passageway and/or the width could increase sharply in a single step so that the securing region has one or two upwardly facing horizontal shoulders.
  • the opening in the base plate is in the examples described below, with reference to the drawings, formed in an upstanding rib extending across the top of the base plate and the above-mentioned width of the opening is the width measured parallel to the rib; this width increases smoothly, proceeding downwardly.
  • the first-mentioned width of the opening could be the width measured perpendicularly to the rib, if the rib is provided, or parallel to the length of the plate if no rib is provided and/or the width could increase sharply in a single step so that one or two downwardly facing horizontal shoulders is or are formed.
  • the increase in width of the securing region of the anchoring member could be an increase by at least 60%, better still more than 80%.
  • the securing region could be substantially in the form of a letter L or an inverted letter T or an inverted letter Y.
  • the base plate shown in Figures 1 to 4 is a conventional plate known. as a "K plate". It is rectangular and has two upstanding ribs 1 extending across it between which there is a flat surface 2 which has a gradient of about 1:40 when the lower flat surface 3 of the plate is horizontal.
  • the plate is formed by rolling steel and after the rolling process an opening 4 is formed in each rib, this opening extending the full height of the rib and, in effect, dividing it into two ribs which are aligned and have their ends spaced apart.
  • the opening 4 is at first of constant width, proceeding downwardly from the top of the rib 1, this width being measured parallel to the length of the rib, and then this width increases progressively and smoothly, so that two curved surfaces 5 define the opening 4 below the part thereof which is of constant width.
  • the opening has substantially the form of an inverted letter Y.
  • the foot of a railway rail stands on the surface 2 between the two ribs 1 and the plate is fixed to a wooden railway sleeper by suitable fastening devices passing through holes 6.
  • the rail has conventionally been held down on the plate by outmoded non-resilient fastening devices and it is now desired to discard them but not the base plate and, without moving the base plate, to hold the rail down using so-called "e-clips".
  • Figure 4 shows a suitable assembly for this purpose.
  • Figure 4 shows the same base plate and an "e-clip" according to U.K. Patent No. 1510224, the clip having a substantially straight leg 7 and two parts 8 and 9 on opposite sides of it, of which the part 8 has a flat and inclined surface 8A on its under side, which bears downwardly on the sloping upper surface of the flange of a flange- footed railway rail when the latter stands on a rubber pad 10 which is laid on the surface 2 of the base plate.
  • the straight leg 7 of the clip is driven into a straight and horizontal passageway 11 in an anchoring device 12 made of malleable cast iron, the passageway 11 being open at both ends, although in principle it could be closed at one end, and closed at the top. It is of circular cross-section and the mouth of the passageway at each end of the passageway is flared.
  • a securing region 15 of the anchoring device has a part 15X which projects sideways in the opposite direction (compared with the ledge 14) from the opposite side of the portion 13 and a part 15Y which lies below the passageway 11.
  • the securing region 15 has a width, measured parallel to the passageway 11, which, proceeding downwardly, is at first constant and then increases progressively by more than 80%.
  • the securing region 15 has two sideways-projecting wings 15B extending from the bottom of a vertical-sided part 15A and has a cross-section substantially in the form of an inverted letter Y. The lowest point on the anchoring device is lower than the bottom of the passageway by an amount which is less than twice the maximum width of the passageway 11.
  • the anchoring device is so placed that its securing region 15 lies in the opening 4 in one of the ribs 1 of the base plate and when the straight leg 7 of the clip is driven into the passageway 11 the straight leg 7 exerts an upward force on the roof of the passageway 11, which causes the upper surfaces of the wings on the securing region 15 to press against the surfaces 5 in the rib 1 of the base plate, whereby the anchoring device is fixed in its desired position.
  • the securing region 15 of the anchoring device has a part 15A which lies in the upper part, of constant width, of the opening 4 in the rib 1 of the base plate and below the part 15A there is a part of increasing width, proceeding downwardly, consisting of two sideways-projecting wings 15B having upper curved surfaces 15C which are pressed against the surface 5 in the rib of the base plate.
  • the width of the portion 15 at the bottom of the wings 15B is about 90% greater than the width of the part 15A.
  • the lowest point on the anchoring device is lower than the bottom of the passageway 11 by an amount y which is less than 1s times the maximum width w of the passageway and is in fact about equal to the maximum width of the passageway.
  • Recesses 18 and 19 contribute to a reduction in cost of the device.
  • the base plate shown in Figures 9 to 11 is substantially the same as that shown in Figures 1 to 3 but the holes 6 through it are of square cross-section.
  • the pad 10 is substantially the same as that shown in Figure 4 and so is the clip but here there is a flat surface 9A of flatiron shape on the under-side of the part 9 of the clip, at the wider end of which there is a vertical surface 9B on the clip which faces downwardly, considering Figure 10, i.e. in the direction opposite to that in which the leg 7 of the clip has been driven into the passageway 11 in the anchoring device 12.
  • On the ledge 14 of the anchoring device 12 there is an upward projection 14A at one end of which there is a vertical surface 14B which faces in the opposite direction to the surface 9B on the clip.
  • edges 15E and 15F of the wings 15B are inclined to the horizontal as seen in Figure 9 and the parts 15A and 15B which are inserted in the opening 4 are tapered from left to right, considering Figure 9, to permit of easy insertion of these parts into the opening 4 but a tight fit of these parts when fully inserted in the opening.
  • the anchoring device shown in Figures 9 to 11 is in principle the same as that shown in Figures 5 to 8.
  • the rail 20, which is the same as that in the assembly which is partly shown in Figure 4, is symmetrical about a centre line 20A and a flange 20B extending in opposite directions from the bottom of a central web 20 at the top of which is a rail head 20D.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Connection Of Plates (AREA)
  • Forklifts And Lifting Vehicles (AREA)
  • Braking Arrangements (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Catching Or Destruction (AREA)
  • Finger-Pressure Massage (AREA)
  • Spinning Or Twisting Of Yarns (AREA)
  • Railway Tracks (AREA)
  • Gripping On Spindles (AREA)
  • Electroplating Methods And Accessories (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Wire Bonding (AREA)
  • Window Of Vehicle (AREA)

Claims (10)

1. Dispositif d'ancrage (12) convenant pour ancrer une attache de fixation de rail de chemin de fer (7,8,9) et comprenant une première partie (13) pourvue d'un passage en substance horizontal (11), une deuxième partie (14) faisant saillie latéralement dans un sens, d'un côté de la première partie (13), et une troisième partie (15X) faisant saillie latéralement dans l'autre sens, du côté opposé de la première partie (13), le dispositif d'ancrage (12) étant conçu pour pouvoir être incorporé dans un ensemble comprenant un support (1-6) pour un rail de chemin de fer, un rail de chemin de fer (20) installé sur le support (1-6) et comportant un patin (20B) à sa base qui fait saillie latéralement en sens opposés à partir de l'âme centrale (20C) du rail, le dispositif d'ancrage (12) étant disposé à côté d'un bord du patin (20B), et une attache de fixation de rail de chemin de fer (7, 8, 9) qui a été fabriquée par pliage d'une tige métallique et qui comporte une branche en substance droite (7) dans le passage (11), une autre partie (8) appuyant vers le bas sur la surface supérieure du patin (20B) du rail et encore une autre partie (9) appuyant vers le bas sur la deuxième partie (14) du dispositif d'ancrage (12), caractérisé en ce que la troisième partie (15X) du dispositif d'ancrage (12) fait partie d'une région de fixation (15) du dispositif d'ancrage, région qui accuse une augmentation de largeur d'au moins 40%, vue vers le bas, et le point le plus bas sur le dispositif d'ancrage (12) est à un niveau inférieur au bas du passage (11) d'une distance (y) qui est elle-même inférieure au double de la largeur maximum (w) du passage, de sorte que le dispositif d'ancrage (12) peut être incorporé dans un ensemble dans lequel le support (1-6) est une plaque de base présentant une ouverture (4) qui, vue vers le bas, accuse une augmentation de largeur, le rail (20) étant installé d'un côté de l'ouverture (4) de la plaque de base et la première partie (13) du dispositif d'ancrage (12) se trouvant de l'autre côté de l'ouverture (4), la région de fixation (15) du dispositif d'ancrage (12) étant située dans l'ouverture (4) et étant pressée vers le haut, à l'intervention de l'attache (7, 8, 9), contre des surfaces (5) de la plaque de base qui définissent l'ouverture (4).
2. Ensemble comprenant un support (1-6) pour un rail de chemin de fer, un rail de chemin de fer (20) installé sur le support (1-6), un dispositif d'ancrage (12) comportant une première partie (13) pourvue d'un passage en substance horizontal (11), d'un côté de la première partie (13) une deuxième partie (14) faisant saillie dans un sens depuis la première partie (13) et, de l'autre côté de la première partie (13) une troisième partie (15X) faisant saillie dans le sens opposé depuis la première partie (13) et une attache de fixation de rail de chemin de fer (7-9) qui a été fabriquée par pliage d'une tige métallique et qui comporte une branche en substance droite (7) dans le passage (11), une autre partie (8) appuyant vers le bas sur la surface supérieure du patin (20B) du rail et encore une autre partie (9) appuyant vers le bas sur la deuxième partie (14) du dispositif d'ancrage (12), caractérisé en ce que la troisième partie (15X) du dispositif d'ancrage (12) fait partie d'une région de fixation (15) du dispositif d'ancrage, région qui accuse une augmentation de largeur d'au moins 40%, vue vers le bas, et le point le plus bas du dispositif d'ancrage (12) est à un niveau inférieur au bas du passage (11) d'une distance (y) qui est elle-même inférieure au double de la largeur maximum (w) du passage, et caractérisé en ce que le support (1-6) est une plaque de base présentant une ouverture (4) qui, vue vers le bas, accuse une augmentation de largeur, le rail (20) étant installé d'un côté de l'ouverture (4) de la plaque de base et la première partie (13) du dispositif d'ancrage (12) se trouvant de l'autre côté de l'ouverture (4), la région de fixation (15) du dispositif d'ancrage (12) étant située dans l'ouverture (4) et étant pressée vers le haut, à l'intervention de l'attache (7, 8, 9), contre des surfaces (5) de la plaque de base, qui définissent l'ouverture (4).
3. Dispositif suivant la revendication 1 ou ensemble suivant la revendication 2, caractérisé en ce que la largeur de la région de fixation (15) du dispositif d'ancrage (12) qui augmente, vue vers le bas, est la largeur mesurée parallèlement au passage (11) dans la première partie (13).
4. Dispositif ou ensemble suivant l'une quelconque des revendications précédentes, caractérisé en ce que la largeur de la région de fixation (15) du dispositif d'ancrage (12) qui augmente, vue vers le bas, s'accroît progressivement.
5. Dispositif ou ensemble suivant la revendication 4, caractérisé en ce que la largeur de la région de fixation (15) augmente par le fait que deux ailes latérales (15B) sont prévues dans la région de fixation (15).
6. Dispositif ou ensemble suivant la revendication 5, caractérisé en ce que les surfaces supérieures (15C) des ailes (15B) sont bien courbées.
7. Dispositif ou ensemble suivant la revendication 5 ou 6, caractérisé en ce qu'au-dessus des ailes (15B) est prévue une partie (15A) de la région de fixation (15) qui est d'une largeur constante, vue vers le bas.
8. Dispositif ou ensemble suivant l'une quelconque des revendications précédentes, caractérisé en ce que la région de fixation (15) du dispositif d'ancrage (12) a en substance la forme d'une lettre Y inversée.
9. Dispositif suivant l'une quelconque des revendications précédentes, caractérisé en ce que la deuxième partie (14) du dispositif d'ancrage (12) présente, sur son côté supérieur, une surface en substance verticale (14B) qui peut coopérer avec une surface en substance verticale (9B) sur le côté inférieur de la partie (9) de l'attache (7 à 9) pour empêcher un déplacement de l'attache tel que sa branche en substance droite (7) se dégage du passage (11) du dispositif d'ancrage (12).
10. Ensemble suivant l'une quelconque des revendications 2 à 8, caractérisé en ce que la deuxième partie (14) du dispositif d'ancrage (12) présente, sur son côté supérieur, une surface en substance verticale (14B) et le côté inférieur de la partie (9) de l'attache (7 à 9) présente une surface en substance verticale (9B) qui est tournée vers la surface (14B) pour empêcher un déplacement de l'attache tel que sa branche en substance droite (7) se dégage du passage (11) du dispositif d'ancrage (12).
EP86304392A 1985-06-19 1986-06-09 Fixation d'un rail de chemin de fer sur un membre de support Expired EP0206618B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86304392T ATE47171T1 (de) 1985-06-19 1986-06-09 Eisenbahnschienenbefestigung auf einer unterlage.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB8515471 1985-06-19
GB858515471A GB8515471D0 (en) 1985-06-19 1985-06-19 Holding railway down on support member

Publications (3)

Publication Number Publication Date
EP0206618A2 EP0206618A2 (fr) 1986-12-30
EP0206618A3 EP0206618A3 (en) 1987-08-26
EP0206618B1 true EP0206618B1 (fr) 1989-10-11

Family

ID=10580956

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86304392A Expired EP0206618B1 (fr) 1985-06-19 1986-06-09 Fixation d'un rail de chemin de fer sur un membre de support

Country Status (9)

Country Link
EP (1) EP0206618B1 (fr)
AT (1) ATE47171T1 (fr)
DE (1) DE3666241D1 (fr)
EG (1) EG17781A (fr)
FI (1) FI862543A (fr)
GB (1) GB8515471D0 (fr)
SU (1) SU1466657A3 (fr)
TR (1) TR22633A (fr)
YU (1) YU46786B (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2621619B1 (fr) * 1987-10-07 1990-03-02 Allevard Ind Sa Attache de fixation de rail de chemin de fer comportant des moyens d'arret de deplacement et ressort d'attache
DE3816455A1 (de) * 1988-05-13 1989-11-23 Peddinghaus Carl Dan Gmbh Rippenplatte mit stuetzbock
US5221044A (en) * 1991-12-19 1993-06-22 Guins Sergei G Rail fastening system with gage adjustment means
FR2694579B1 (fr) * 1992-08-04 1994-10-28 Jacqueline Duval Système de fixation vissée prémontable de rail de chemin de fer.
AUPN244895A0 (en) * 1995-04-13 1995-05-11 Everts & Van Der Weijden Exploitatie Maatschappij Ewem B.V. Railway plate and method of manufacture

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT249098B (de) * 1965-04-07 1966-09-26 Oesterr Alpine Montan Schienenbefestigung unter Verwendung von Rippenplatten
GB1510224A (en) * 1975-11-07 1978-05-10 Pandrol Ltd Railway rail fastening clip and a railway rail-and-fastening assembly employing it
DE2732250B1 (de) * 1977-07-16 1978-07-06 Muhr & Bender Befestigungsvorrichtung fuer die Befestigung von Eisenbahnschienen auf Eisenbahnschwellen
CA1203788A (fr) * 1981-05-26 1986-04-29 True Temper Railway Appliances, Inc. Organe bipiece pour la fixation des rails sur des traverses en bois

Also Published As

Publication number Publication date
FI862543A (fi) 1986-12-20
EG17781A (en) 1990-12-30
YU46786B (sh) 1994-06-10
SU1466657A3 (ru) 1989-03-15
FI862543A0 (fi) 1986-06-13
GB8515471D0 (en) 1985-07-24
YU105386A (en) 1989-02-28
EP0206618A2 (fr) 1986-12-30
DE3666241D1 (en) 1989-11-16
TR22633A (tr) 1988-01-25
EP0206618A3 (en) 1987-08-26
ATE47171T1 (de) 1989-10-15

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