EP0770732A1 - Elastische Schienenklammern - Google Patents

Elastische Schienenklammern Download PDF

Info

Publication number
EP0770732A1
EP0770732A1 EP95307509A EP95307509A EP0770732A1 EP 0770732 A1 EP0770732 A1 EP 0770732A1 EP 95307509 A EP95307509 A EP 95307509A EP 95307509 A EP95307509 A EP 95307509A EP 0770732 A1 EP0770732 A1 EP 0770732A1
Authority
EP
European Patent Office
Prior art keywords
rail
clamp
members
substantially parallel
base portion
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
EP95307509A
Other languages
English (en)
French (fr)
Other versions
EP0770732B1 (de
Inventor
Hartley Frank Young
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 AT95307509T priority Critical patent/ATE203787T1/de
Priority to EP95307509A priority patent/EP0770732B1/de
Priority to DE69521999T priority patent/DE69521999T2/de
Publication of EP0770732A1 publication Critical patent/EP0770732A1/de
Application granted granted Critical
Publication of EP0770732B1 publication Critical patent/EP0770732B1/de
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
    • 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
    • E01B9/306—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips the clip being a shaped plate
    • 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

Definitions

  • This invention relates to elastic rail clamps, used in rail fastening systems, of the kind which are applied at right angles to the rail.
  • Elastic rail clamps of this kind are described in U.S. Patents 3,067,947 (Deenik) and 4,313,563 (Young). Generally both these clamps are designed for use with a custom made shoulder into which the base of the elastic clamp fits. Both rail clamps have toe portions which lie on the rail flange and the outer edges of these abut the support shoulder to prevent them sliding off the rail flange.
  • the "Young" clip is used with a shoulder as described in U.S. Patent 4,688,719 which has a shoulder with a tapered slot leading to the gate which acts to compress the arms together as the clamp is driven into place with the toe portion on the rail flange.
  • a common rail plate used in Europe is called a K plate which includes a pair of parallel ribs adjacent and parallel to the rail flange and slots in the ribs at right angles to the rail flange. These slots are not tapered and thus the toes of the rail clamps need to be compressed to pass through the slot if the toes are to be prevented from sliding off the rail flange.
  • the Deenik clip can only be applied to the K plate with a tool which compresses the arms of the toe portion to pass through the gate in the shoulder. With older rail tracks the variation in height between rail plate slot and rail flange can vary greatly in stationary and dynamic modes and thus maximum clamp deflection between the base of the toe portions is needed.
  • an elastic rail clamp comprising a base portion and a toe portion wherein the toe portion lies on the rail flange and the base portion is adapted to be secured to a rail plate or rail tie, said clamp comprising a pair of substantially parallel members bent into a D configuration such that one end of said pair of members forms the toe of the clamp and the other end forms the base of said clamp, the pair of members being joined together between the curved portion of the members adjacent the base portion.
  • the base comprises two free arms extending toward the rail.
  • the advantage which arises from the provision of free ends for the base is greater deflection for the clamp which means it can fit into a wider range of rail track environments.
  • the provision of the junction between the members at a position at the rear of the clamp just above the base means that there is a large non-critical area as a target for hitting the clamp with a sledge hammer to drive the clamp into position.
  • this is the portion of the clamp most likely to receive high sideward forces from ballast pressure during ballast regulation and the fact that the two members of the clamp are joined at this position minimises the possibility of clamp damage.
  • joining the members together at the rear of the clamp provides a means to maximize clamp deflection for a given toe load while retaining sufficient strength to minimise damage during application of the clamp and during track working processes such as ballast regulation.
  • the legs of the base are tapered toward their ends.
  • the clamps may be formed from rod or bar steel.
  • the clamps are formed from 40mm wide bar stock in a forging and shaping operation.
  • the base needs to be of a wider dimension than the width of the stock bar.
  • this invention provides a rail clamp for fastening a rail to an underlying rail plate or rail tie
  • rail clamp comprises a pair of substantially parallel members folded into a D configuration so as to have a front portion adapted to seat on a flange of the rail, which front portion is formed by respective free ends of the substantially parallel members, and a base portion adapted to seat in a slot in the rail plate or rail tie, wherein the parts of the substantially parallel members between the base portion and the front portion of the clamp are tapered in external dimensions towards the front portion, and the free ends of the substantially parallel members are turned back toward a rear portion of the clamp and project outwardly so as to abut a portion of the rail plate or rail tie when the clamp is in use, thereby to prevent the rail clamp sliding off the rail flange.
  • This tapering of the toe portion of the clamp means that as the clamp enters the slot of the rail plate or clamp support shoulder the arms of the clamp and the outwardly projecting ends of the toe portion are compressed toward each other to pass through the slot and once the toe portion is on the rail flange the external width of the outwardly projecting toe portions is greater than the slot width and the rail clamp is locked onto the rail flange.
  • a K plate 1 is shaped to hold a rail (not shown) between the ribs 3 which abut the rail flange.
  • Slots 4 shown in cross section in Figure 1c are located on opposite sides of the rail in ribs 3 and are of constant cross section perpendicular to the rail.
  • the rail clamp base 11 (Fig. 2) fits in the slot 4 and the rearwardly facing ends 18 of the toe 16 of the clamp 10 abut the sides 5 of the slots 4.
  • the rail clamp 10 shown in Figures 2A, 2B, 2C comprise base legs 11, rear web 13, legs 14, toe 16 and toe ends 18.
  • the rail clamp 10 is formed from bar stock by hot blanking the bar stock into the form shown in Figure 3A.
  • the blanking forms a pair of substantially parallel members 19 forming the base legs 11 and legs 14 in tapered form extending from the web 13.
  • the hot blank is then coined along edges 12 of the web and legs 11 and edges 15 of the web 13 and legs 14.
  • the outer edges 17 of the clamps are also coined. Coining reduces the likelihood of stress fractures.
  • the next step in forming the rail clamp is as shown in Figure 3B to form the legs 14 into a curved form in the two dimensional blank which will produce the tapered toe portion of the final three dimensional form as shown in Figure 2A.
  • the narrowest width across the legs 14 in the Figure 3B blank corresponds to the frontmost portion of the toe portion 16 of the clamp 10.
  • the second step also widens the base legs 11 to a size which will fit and secure the rail clamp 10 in the slot of the rail plate 1.
  • the rail clamp 10 has the web 13 joining the two arms 19 of the clamp at the rear 13 of the clamp 10 which can function to receive the force to push the clamp 10 onto the rail flange.
  • the toe portion 16 is narrow enough to seat within the upper portion of the slot 4 and pass between the edges 5 and onto the rail flange.
  • the ends 18 of the legs 14 snap apart and prevent removal of the clamp 10 and keep the toe portion 18 on the rail flange.
  • the long tapered legs of the toe and base portions 11, 14 of the clamp 10 mean that the deflection range of the clamp 10 is greater than possible in prior art constructions.
  • the present rail clamp is able to be used in a wider range of track situations without a custom made shoulder clamp or a special applicator tool.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sheet Holders (AREA)
  • Macromonomer-Based Addition Polymer (AREA)
  • Railway Tracks (AREA)
  • Clamps And Clips (AREA)
EP95307509A 1995-10-23 1995-10-23 Elastische Schienenklammern Expired - Lifetime EP0770732B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AT95307509T ATE203787T1 (de) 1995-10-23 1995-10-23 Elastische schienenklammern
EP95307509A EP0770732B1 (de) 1995-10-23 1995-10-23 Elastische Schienenklammern
DE69521999T DE69521999T2 (de) 1995-10-23 1995-10-23 Elastische Schienenklammern

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP95307509A EP0770732B1 (de) 1995-10-23 1995-10-23 Elastische Schienenklammern

Publications (2)

Publication Number Publication Date
EP0770732A1 true EP0770732A1 (de) 1997-05-02
EP0770732B1 EP0770732B1 (de) 2001-08-01

Family

ID=8221381

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95307509A Expired - Lifetime EP0770732B1 (de) 1995-10-23 1995-10-23 Elastische Schienenklammern

Country Status (3)

Country Link
EP (1) EP0770732B1 (de)
AT (1) ATE203787T1 (de)
DE (1) DE69521999T2 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
MD169Z5 (ro) * 2009-11-26 2010-11-30 Ивановский Анатолий Алексеевич Dispozitiv de fixare a şinelor
JP2012180737A (ja) * 2011-02-28 2012-09-20 Pandrol Ltd 鉄道レール締結用アセンブリに使用する構成部品

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3067947A (en) 1959-07-17 1962-12-11 Everts & Van Der Weyden N V Fastener of a rail on a support by means of a resilient clamp
DE1143218B (de) * 1958-02-04 1963-02-07 Executors Of James Mills Ltd C-foermige Federklammer zum Befestigen von Breitfussschienen auf einer Unterlage
NL7503503A (nl) * 1975-03-24 1976-09-28 Ir Lodewijk Goderbauer Bevestigingsinrichting voor een spoorstaaf op een ligger.
US4150792A (en) * 1977-02-25 1979-04-24 Portec, Inc. Rail fastener
DE3003867A1 (de) * 1980-02-02 1981-09-10 Karl Richtberg Kg, 6530 Bingen Kraftschluessige und elastisch nachgiebige schienenbefestigung fuer gleisanlagen
US4313563A (en) 1978-06-27 1982-02-02 Ralph Mckay Limited Rail fastener
US4688719A (en) 1983-12-21 1987-08-25 Ralph Mckay Limited Rail clip support
AU630250B2 (en) * 1989-11-13 1992-10-22 General And Railway Supplies Pty Ltd Resilient rail retaining clip
GB2269198A (en) * 1992-07-28 1994-02-02 Pandrol Ltd Rail clip anchoring device .
WO1994010382A1 (en) * 1992-10-23 1994-05-11 Industrial Arte Técnica S.A. Elastic fastening clamp in shape of a double c
WO1995018888A1 (en) * 1994-01-10 1995-07-13 Rex Robert J Resilient railway fastening clip resisting loosening or removal

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1143218B (de) * 1958-02-04 1963-02-07 Executors Of James Mills Ltd C-foermige Federklammer zum Befestigen von Breitfussschienen auf einer Unterlage
US3067947A (en) 1959-07-17 1962-12-11 Everts & Van Der Weyden N V Fastener of a rail on a support by means of a resilient clamp
NL7503503A (nl) * 1975-03-24 1976-09-28 Ir Lodewijk Goderbauer Bevestigingsinrichting voor een spoorstaaf op een ligger.
US4150792A (en) * 1977-02-25 1979-04-24 Portec, Inc. Rail fastener
US4313563A (en) 1978-06-27 1982-02-02 Ralph Mckay Limited Rail fastener
DE3003867A1 (de) * 1980-02-02 1981-09-10 Karl Richtberg Kg, 6530 Bingen Kraftschluessige und elastisch nachgiebige schienenbefestigung fuer gleisanlagen
US4688719A (en) 1983-12-21 1987-08-25 Ralph Mckay Limited Rail clip support
AU630250B2 (en) * 1989-11-13 1992-10-22 General And Railway Supplies Pty Ltd Resilient rail retaining clip
GB2269198A (en) * 1992-07-28 1994-02-02 Pandrol Ltd Rail clip anchoring device .
WO1994010382A1 (en) * 1992-10-23 1994-05-11 Industrial Arte Técnica S.A. Elastic fastening clamp in shape of a double c
WO1995018888A1 (en) * 1994-01-10 1995-07-13 Rex Robert J Resilient railway fastening clip resisting loosening or removal

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
MD169Z5 (ro) * 2009-11-26 2010-11-30 Ивановский Анатолий Алексеевич Dispozitiv de fixare a şinelor
JP2012180737A (ja) * 2011-02-28 2012-09-20 Pandrol Ltd 鉄道レール締結用アセンブリに使用する構成部品

Also Published As

Publication number Publication date
EP0770732B1 (de) 2001-08-01
DE69521999D1 (de) 2001-09-06
DE69521999T2 (de) 2001-11-15
ATE203787T1 (de) 2001-08-15

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