EP0066995A2 - Two piece rail fastening assemblies for wooden cross ties - Google Patents

Two piece rail fastening assemblies for wooden cross ties Download PDF

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Publication number
EP0066995A2
EP0066995A2 EP82302625A EP82302625A EP0066995A2 EP 0066995 A2 EP0066995 A2 EP 0066995A2 EP 82302625 A EP82302625 A EP 82302625A EP 82302625 A EP82302625 A EP 82302625A EP 0066995 A2 EP0066995 A2 EP 0066995A2
Authority
EP
European Patent Office
Prior art keywords
rail
tie
fastening assembly
chair
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.)
Granted
Application number
EP82302625A
Other languages
German (de)
French (fr)
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EP0066995B1 (en
EP0066995A3 (en
Inventor
Graham M. Fee
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True Temper Railway Appliances Inc
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True Temper Railway Appliances Inc
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Filing date
Publication date
Application filed by True Temper Railway Appliances Inc filed Critical True Temper Railway Appliances Inc
Publication of EP0066995A2 publication Critical patent/EP0066995A2/en
Publication of EP0066995A3 publication Critical patent/EP0066995A3/en
Application granted granted Critical
Publication of EP0066995B1 publication Critical patent/EP0066995B1/en
Expired legal-status Critical Current

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    • 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
    • E01B9/12Retaining or locking devices for spikes or screws
    • 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
    • E01B9/28Fastening on wooden or concrete sleepers or on masonry with clamp members
    • E01B9/30Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips
    • E01B9/303Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips the clip being a shaped bar
    • 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
    • E01B9/38Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/44Fastening the rail on the tie-plate
    • E01B9/46Fastening the rail on the tie-plate by clamps
    • E01B9/48Fastening the rail on the tie-plate by clamps by resilient steel clips
    • E01B9/483Fastening the rail on the tie-plate by clamps by resilient steel clips the clip being a shaped bar

Definitions

  • the present invention relates broadly to rail fastening assemblies incorporating a generally S-shaped rail fastening clip for securing a railway rail to a cross tie or similar rail support or sleeper.
  • the present invention relates, more particularly, to an improved two-piece rail fastening assembly of this character specifically adapted for holding railway rails, supported on conventional tie plates, to wooden cross ties.
  • a railway rail is typically secured to a wooden cross tie by supporting the rail on a tie plate and affixing the tie plate to the cross tie by means of large spikes.
  • Rail anchors secured to the rail beneath the flange, on either side of the cross tie usually complement the foregoing arrangement to prevent longitudinal motion or creeping of the rail. It is also conventional to use other assemblies in combination with this fastening arrangement to retard or to prevent overturn motion of the rails during use. With little variation, this has been the scheme routinely employed for years to secure a railway rail to a wooden tie.
  • British Patent No. 1,145,497 discloses a rail fastening assembly making use of a generally S-shaped rail clip in combination with a specially constructed tie plate.
  • the tie plate is secured to the cross tie by means of a pair of fixture bolts or screws at the outboard sides only.
  • a rib runs laterally across the tie plate adjacent the position of the base flange of the rail when the same is in place, and is provided with a projection designed to grasp or otherwise engage the central leg of the S-shaped clip.
  • the clip is twisted, by use of a special tool designed to apply a torsional force to it, and is then positioned on the tie plate in this twisted configuration.
  • One leg of the S-shaped clip engages the base flange of the rail while the opposite free end rests on the tie plate. The rail is thus restrained by virtue of the torsional force existing in the S-shaped clip.
  • the present invention provides a boltless two-piece rail fastening assembly for fastening a railway rail supported on a conventional tie plate to a wooden cross tie, comprising:
  • the present invention overcomes the disadvantages of the systems noted above. It may be used on both new track installations and in rehabilitation of existing tracks. Its use minimises the need for a bevy of rail anchors and rail overturn prevention devices routinely employed in the complete package of hardware now used for securing rails on wooden cross ties, thus minimising installation and maintainance expenses. No special tools are required to install the fastening assemblies of the present invention, either on new track or old. Yet, these advantages are achieved without a loss of holding power, or significant reduction in longitudinal and rotational or overturn restraint of the rail.
  • Track held down by the assembly of the present invention may be replaced without pulling and redriving spikes, a practice which "spike kills" wooden ties necessitating eventual tie replacement since the spikes no longer hold properly in the wood. This is an especially important consideration for curves, where rails wear at about ten times the rate as straight track sections.
  • a two-piece rail fastener comprised of a generally S-shaped rail clip received on the head of a mating chair designed to be anchored in the inboard spike holes of a conventional tie plate. Spikes in the outboard spike holes of the tie plate secure it to a wooden cross tie in the normal manner.
  • the rail clip acts as a torsional spring clip to restrain the rail.
  • At least one of the inboard spikes in the tie plate is replaced by a chair having a downwardly depending shank.
  • the shank passes through the spike hole in the tie plate and into the tie where it is restrained or embedded.
  • the S-shaped rail clip is received on the head of the chair to restrain the rail.
  • a two-piece rail fastening assembly of the present invention is comprised of a generally S-shaped rail clip, designated generally as 30 and best viewed in Figures 1 and 2, and a chair designated generally as 50 and best viewed in Figures 3 and 4.
  • the assembly 10 is specially adapted for use in combination with a standard tie plate 12 upon which a railway rail 14 is seated.
  • the rail 14, as is conventional, includes a stem 16 which terminates at its lower end in a base flange.18.
  • the tie plate 12, supporting rail 14, is itself supported on a cross tie 20.
  • a standard tie plate is conventionally a steel plate extending beneath the entirety of the base flange 18 of rail 14 and projecting outwardly from the base area on both the field and gauge sides of the rail.
  • the tie plate includes four holes pierced through the plate on each of the field and gauge sides; a pair of outboard holes 22 and a pair of inboard holes 24.
  • one embodiment of the instant assembly 10 replaces both or spikes heretofore passing through inboard holes 24.
  • another embodiment of the instant assembly 10 replaces only one of the inboard bolts or spikes heretofore passing through an inboard hole 24.
  • a pair of conventional headed lag bolts or spikes 26 are employed in the outboard holes 22 on each of the field and gauge sides of the tie plate in order to secure the same to the cross tie 20.
  • this arrangement it is possible to employ this arrangement on light-rail tracks where the tie plate has only inboard holes since the chair itself can provide a means to stabilise the tie plate.
  • the rail clip component 30, of the assembly 10 is a generally S-shaped torsional spring rail clip best viewed in Figures 1 and 2.
  • Clip 30 is comprised of a central leg 32, a rail bearing leg 34 and a tie bearing leg 36.
  • Loop 42 is bent slightly in an upward direction beginning at approximately the midpoint of central leg 32, as best viewed in Figure 2.
  • the angular displacement of loop 42 from the horizontal is preferably within the range of from about 15° to 20° but most preferably about 18°.
  • the distal end of rail bearing leg 34 is also bent slightly in an upward direction.
  • the angle of inclination of the distal end of leg 34 is preferably about 10° with respect to the horizontal.
  • a land 46 is formed on the underside of leg 34 between the point at which loop 42 is bent upwardly and the point at which the distal end of the leg is bent upwardly.
  • the chair 50 which cooperates with clip 30 is comprised of a body portion 52, an anchoring portion 54, and a head portion 56.
  • the anchoring portion 54 depends downwardly from the body 52 and is comprised of a pair of legs 58 which terminate in hook or latch means 60.
  • the spacing between legs 58 is substantially the same as the spacing between the inboard spike holes on a standard tie plate (e.g., approximately 89mm (3.5 inches) on centres).
  • the cross-sectional dimensions and configurations of the legs 58 are designed to mate with the spike holes on a conventional tie plate, as is the projection of the hook or latch means 60.
  • the exact dimensions of the anchoring portion of chair 50 can be altered accordingly.
  • the lower ends of each of the legs 58 are provided with a slight inward taper 62, best viewed in Figures 4 and 8.
  • this embodiment of chair 50 is secured to tie plate 12 by. inserting the legs 58 through inboard holes 24 with the chair in a somewhat downwardly angled position, and thence rotating same to latch the hook 60 of each leg beneath the tie plate as shown in Figure 8.
  • the head portion 56 of chair 50 is designed to cooperate in mating engagement with the rail clip 30.
  • a lip 62 projects outwardly from the head portion 56 for this purpose, the lip 62 extending generally across the breadth of the body portion 52 between the legs 58.
  • the lip 62 is defined by a front face 64, a top outside face 66, and a bottom inside face 68.
  • the inside face 68 is slightly inwardly concave, tapering from an outer edge 70 and merging into the body portion 52.
  • a jaw 72 is thus formed having a bight configured toreceive the central leg of clip 3Q as described more fully hereinbelow.
  • the lip 62 preferably includes an upwardly flared front end 74.
  • the inside face 68 and,,I.thus, jaw 72 follow the upward flare of lip 62 such that the bight of jaw 72 opens progressively as shown in Figures 3 and 4.
  • the angle of inclination of the flare is approximately equal to, but preferably slightly less than, the angle of inclination of the loop 42 on clip 30 for reasons explained below.
  • a slight protruberance 76 is defined at the juncture of the flared and straight portions of the edge 70. This protruberance is designed to mate with a small notch or detent formed on the central leg 32 of clip 30 corresponding generally to the point at which the loop 42 is bent upwardly, as best viewed in Figure 6.
  • An overdrive preventer 78 is provided on the front end body portion 52 by rounding the edges thereof in the area corresponding to the bight of jaw 72, as best viewed in Figures 3 and 7.
  • the assembly 10 comprised of the clip 30 and chair 50 illustrated in Figures 3 and 4 is best viewed in Figures 5-8.
  • Installation of the assembly 10 is relatively simple, whether the fastening assembly is used on a new track installation or in the rehabilitation of old track.
  • the chair 50 is secured to the inboard spike holes 24 of tie plate 12 by cantering the chair slightly and inserting the legs 58 through the inboard holes.
  • the chair is then rotated upwardly so that the latch or hook member 60 projects beneath the tie plate 12, as shown in Figure 8.
  • FIG. 5 shows the clip placed with the loop 4 0 in the flared portion of jaw 72 prior to the driving operation.
  • the loop 42 is then struck with a hammer or equivalent tool and the clip is driven to the right into a fully seated position as shown in Figure 6.
  • the tie bearing leg rides across the face of the tie plate 12 while the land 46 on the rail bearing leg rides across the face of the base flange 18 of rail 14.
  • the flare of jaw 72 aids in guiding the central leg into latched, mating engagement with the head portion of the chair.
  • the slight protuberance 76 cooperates with the mating detent means on central leg 32 to ensure a positive lock between the two components.
  • Overdrive preventer 78 ensures proper relative positioning of the protuberance/detent. Positive engagement of the clip with the chair is promoted by this protuberance/detent arrangement, along with the relative angular relationship between the upwardly oriented loop on the clip and flared front end of the jaw on the chair and the relative dimensions between the spread of loop 42 and the thickness of the head portion of the chair on which this loop is received.
  • the clip 30 functions as a torsional spring rail clip where the holding power of the fastening assembly arises predominantly through torsion.
  • the magnitude of the torsional force can be suitably tailored by appropriate selection of the angle of inclination of the loop 42 relative to the flare at the front of jaw 72 and the relative dimensioning of the legs of the clip.
  • the holding forces exerted against the rail will rise as the rail attempts to move away from the tie plate since the upward force on rail bearing leg 34 will increase and.be resolved in central leg 32 as an increased torsional force.
  • FIG. 9-12 An alternate embodiment of the assembly 10 is shown in Figures 9-12, wherein like reference numerals denote like parts in respect of the embodiment discussed above ( Figures 1 to 8).
  • the principal difference between the assembly shown in Figures 9-12 and that described above is that the chair 50 is secured directly to the wooden cross tie by means of a single leg or shank which passes through one of the inboard spike holes 24 only.
  • the alternate embodiment shown in Figures 9-12 has a single shank 80. Otherwise, the chair is identical to that described above and shown in the preceding figures of drawing.
  • the shank 80 which is preferably somewhat larger in cross section than a standard spike, terminates in a pointed tip 82 in order that the chair may be driven into a wooden cross tie member.
  • the outer surface of the shank 80 is shown in Figures 9 and 10 to include a stepped wedge or barbed configuration of elements 84 to retard pullout of the chair from the wooden tie. Any similar surface roughening could equally well be employed for this purpose.
  • Figures 11 and 12 shown in an assembly of the S-clip 30 and the alternate embodiment of the chair shown in Figures 9 and 10.
  • Figure 12 also shows a number of ways in which this chair may be restrained within the cross tie 20.
  • the chair shown at position A is illustrated, in full lines, with a smooth shank 80 terminating in a point 82, the length of the shank 80 being greater than the thickness of the tie 20.
  • Restraining means 86 are included near the distal end of this shank to prevent pullout of the chair from the tie.
  • this chair would be driven into position and, once the tip of shank 80 projected beyond the bottom surface of tie-20, the restraining means 86 would prevent upward motion of the chair.
  • FIG. 9 The embodiment illustrated in Figures 9 and 10 is shown in phantom lines at position A in Figure 12 for comparison.
  • This latter embodiment relies on the barbed or stepped surfaces at 84 to prevent pullout of the chair.
  • a bonding agent may be applied to the outer surface of the shank 80 to reduce further the tendency for pullout.
  • Such a bonding agent could be, for example, magnesium phosphate cement.
  • FIG. 12 Yet another means to secure the shank 80 in tie 20 is shown at position B in Figure 12.
  • the tie 20 is provided with an oversized channel or cavity 88 filled with a bonding material 90.
  • This bonding material could be magnesium phosphate cement, or a polymeric or resinous material compatible with the wooden tie.
  • the bonding material 90 completely encapsulates shank 80,and, when rigid, indirectly bonds the shank of the chair to the wooden tie.
  • the cross sectional area of cavity 88 is preferably larger than that of the spike hole through which shank 80 projects. This serves two advantageous functions. First, when the bonding material 90 solidifies, pullout resistance is enhanced since the block of material holding the shank is larger than the spike hole. Thus the shank must be parted from the bonding agent if it is to be removed.
  • the larger cross section of cavity 88, and the solid bonding material improves lateral and longitudinal restraint of the chair relative to the rail.
  • the filled cavity 88 need not extend entirely through the tie 20. This approach is shown in full lines in Figure 12 at position B. If desired, the cavity can go through the tie, as shown in phantom lines in Figure 12 at position B. Either approach may also be advantageous for securing the chair in a spike-killed tie. Other conceptually similar approaches may be used to guard against pullout of the chair without departing from the scope of the present invention.
  • the clip 30 is preferably fashioned from round stock of spring steel having an appropriate diameter and length suitable to yield one clip.
  • the spring is fashioned by bending the presized rod around mandrels and the required angularity of the loops is imparted by a simple forming operation.
  • the spring clip can then be heat treated in a conventional manner to give requisite strength and ductility thereto.
  • the chair 50 may be cast from ductile iron, or formed from steel and appropriately heat treated.
  • assembly 10 of the present invention is extremely efficient.
  • pairs of assembly 10 are used, one on each of the field and gauge side, to hold a length of track in place, the holding power of the assembly in both longitudinal and rocking or overturn directions is sufficient to reduce the need for both rail anchors and conventional overturn preventers in many applications, and even to eliminate the need for such devices in other applications.
  • This allows for considerable savings in both the capital expense of installing or rehabilitating a rail and also the maintainance involved in re-application of rail anchors and overturn preventers since the same have a tendency to loosen over a period of time.
  • rails can be replaced by simply removing the spring clip. Since no spikes need be removed, tie life is prolonged considerably.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)

Abstract

A boltless two-piece rail fastening assembly (10) for securing a railway rail (14), supported on a conventional tie plate (12), to a wooden cross tie (20) is comprised of a chair (50) and a rail clip (30) latched thereon. The chair (50) includes a body (52) having a jaw (72) with a bight configured to receive the clip (30), and at least one downwardly projecting leg or shank (58, 80) for securing the chair (50) adjacent the base flange (18) of the rail (14).The rail clip (30) is a torsional spring clip in the general form of an "S" having a rail-bearing leg (34) for proximate engagement with the base flange (18) of the rail (14) and a tie bearing leg (36) for proximate engagement with the tie plate (12).

Description

  • The present invention relates broadly to rail fastening assemblies incorporating a generally S-shaped rail fastening clip for securing a railway rail to a cross tie or similar rail support or sleeper. The present invention relates, more particularly, to an improved two-piece rail fastening assembly of this character specifically adapted for holding railway rails, supported on conventional tie plates, to wooden cross ties.
  • A railway rail is typically secured to a wooden cross tie by supporting the rail on a tie plate and affixing the tie plate to the cross tie by means of large spikes. There are usually four spike holes provided on each of the field and gauge sides of the tie plate, two holes fairly close to the position the rail base flange assumes on the tie plate and two near the outer edge of the tie plate. The heads of the spikes driven through the holes adjacent the base flange of the rail overlap the edges of the rail flange to hold it.
  • Rail anchors secured to the rail beneath the flange, on either side of the cross tie, usually complement the foregoing arrangement to prevent longitudinal motion or creeping of the rail. It is also conventional to use other assemblies in combination with this fastening arrangement to retard or to prevent overturn motion of the rails during use. With little variation, this has been the scheme routinely employed for years to secure a railway rail to a wooden tie.
  • For purposes relevant to the present invention, a different type of assembly is proposed in British Patent No. 1,145,497. This patent discloses a rail fastening assembly making use of a generally S-shaped rail clip in combination with a specially constructed tie plate. The tie plate is secured to the cross tie by means of a pair of fixture bolts or screws at the outboard sides only. A rib runs laterally across the tie plate adjacent the position of the base flange of the rail when the same is in place, and is provided with a projection designed to grasp or otherwise engage the central leg of the S-shaped clip. The clip is twisted, by use of a special tool designed to apply a torsional force to it, and is then positioned on the tie plate in this twisted configuration. One leg of the S-shaped clip engages the base flange of the rail while the opposite free end rests on the tie plate. The rail is thus restrained by virtue of the torsional force existing in the S-shaped clip.
  • There are obvious drawbacks to each of the systems described above. With respect to the first-mentioned system of spikes, rail anchors, and rail-overturn prevention devices, considerable track maintainance and attendant expense are involved. Application of all of these devices is costly. There is a tendency for the different parts to loosen and move away from the tie due to dynamic conditions encountered during use and cyclic expansion and contraction as the result of varying weather conditions. When rails require replacement the spikes must be removed and,, after a while, the ties become "spike killed" and they too must be replaced. The expense involved in maintaining a track which employs this type of hold-down assembly is considerable -having been reported to be as high as U.S.$15,000.00 per year per mile of track. There are also substantial disadvantages with respect to the second-mentioned, S-clip fastening assembly. Tie plates must be specially designed to receive the S-shaped rail clip. Special tools are required to stress the clip properly and to install it in that stressed condition..Obviously, this system is not well-adapted for use on existing tracks because of its very construction.
  • The present invention provides a boltless two-piece rail fastening assembly for fastening a railway rail supported on a conventional tie plate to a wooden cross tie, comprising:
    • (a) an S-shaped rail clip having a central leg, and a rail bearing leg and a tie bearing leg spaced on opposite sides of said central leg and joined thereto by arcuate portions extending from opposite ends thereof; and
    • (b) a chair having a body including jaw means for receiving said clip in latching engagement therewith and anchor means for securing said body proximate the base flange of a railway rail, said anchor means including at least one downwardly depending leg configured to pass through the spike holes in a conventional tie plate affixed to a wooden tie.
  • The present invention overcomes the disadvantages of the systems noted above. It may be used on both new track installations and in rehabilitation of existing tracks. Its use minimises the need for a bevy of rail anchors and rail overturn prevention devices routinely employed in the complete package of hardware now used for securing rails on wooden cross ties, thus minimising installation and maintainance expenses. No special tools are required to install the fastening assemblies of the present invention, either on new track or old. Yet, these advantages are achieved without a loss of holding power, or significant reduction in longitudinal and rotational or overturn restraint of the rail.
  • Track held down by the assembly of the present invention may be replaced without pulling and redriving spikes, a practice which "spike kills" wooden ties necessitating eventual tie replacement since the spikes no longer hold properly in the wood. This is an especially important consideration for curves, where rails wear at about ten times the rate as straight track sections.
  • These benefits are realised, in one embodiment of the present invention, by employing a two-piece rail fastener comprised of a generally S-shaped rail clip received on the head of a mating chair designed to be anchored in the inboard spike holes of a conventional tie plate. Spikes in the outboard spike holes of the tie plate secure it to a wooden cross tie in the normal manner. The rail clip acts as a torsional spring clip to restrain the rail.
  • In another embodiment, at least one of the inboard spikes in the tie plate is replaced by a chair having a downwardly depending shank. The shank passes through the spike hole in the tie plate and into the tie where it is restrained or embedded. The S-shaped rail clip is received on the head of the chair to restrain the rail.
  • The invention will be more particularly described with reference to the accompanying drawings, in which:-
    • Figure 1 is a top plan view of an S-shaped rail clip used in a said rail fastening assembly according to the present invention, shown in its relaxed configuration;
    • Figure 2 is a side elevational view of the rail clip shown in Figure 1;
    • Figure 3 is a side elevational view of one embodiment of a chair used in a rail fastening assembly according to the present invention.
    • Figure 4 is a front end view of the chair shown in Figure 3;
    • Figure 5 is a side elevational view of one embodiment of an assembly in accordance with the present invention, where the rail clip is not fully seated;
    • Figure 6 is a view similar to Figure 5, but showing the rail clip is a fully seated position and stressed configuration
    • Figure 7 is a top plan view of the assembly shown in Figure 6;
    • Figure 8 is a view taken substantially along the line 8-8 of Figure 7, with parts broken away to show the manner in which the chair is anchored on the tie plate;
    • Figures 9 and 10 are side elevational views of an alternate embodiment of a chair for an assembly in accordance with the present invention;
    • Figure 11 is a top plan view of an alternate embodiment of an assembly of the present invention; and
    • Figure 12 is a sectional view taken substantially along the line 12-12 of Figure 11, showing various ways in which the chair may be restrained with the tie.
  • The following detailed description of preferred embodiments is made to illustrate the advantages of the present invention. This description is illustrative only, and should not be deemed to limit the scope of the instant invention as the same advantages may be realised even though variations on the preferred embodiments be made by those skilled in the art.
  • One embodiment of a two-piece rail fastening assembly of the present invention, designated generally as 10 and best viewed in Figures 5-8, is comprised of a generally S-shaped rail clip, designated generally as 30 and best viewed in Figures 1 and 2, and a chair designated generally as 50 and best viewed in Figures 3 and 4. The assembly 10 is specially adapted for use in combination with a standard tie plate 12 upon which a railway rail 14 is seated. The rail 14, as is conventional, includes a stem 16 which terminates at its lower end in a base flange.18. The tie plate 12, supporting rail 14, is itself supported on a cross tie 20.
  • A standard tie plate is conventionally a steel plate extending beneath the entirety of the base flange 18 of rail 14 and projecting outwardly from the base area on both the field and gauge sides of the rail. Typically, the tie plate includes four holes pierced through the plate on each of the field and gauge sides; a pair of outboard holes 22 and a pair of inboard holes 24. Although there may be some variations on this general arrangement of elements, virtually all "conventional" tie plates follow this type of configuration. Note, for example, Vol. I, Manual for Railway Engineering (Fixed Properties) published by the American Railway Engineering-Association, which provides specifications for tie plates. In the standard system for fastening a rail to a cross tie, headed lag bolts or spikes are used to secure the tie plate to the tie. The fasteners through the inboard holes 24 engage the base flange of the rail as well so that the rail flange is sandwiched between the tie plate and the heads of the fastening bolts or spikes. In this manner, the rail is supported on and affixed to thettiel. plate which, in turn, is directly fastened to the cross tie.
  • As best viewed in Figures 7 and 8, one embodiment of the instant assembly 10 replaces both or spikes heretofore passing through inboard holes 24. As best viewed in Figures 11 and 12, another embodiment of the instant assembly 10 replaces only one of the inboard bolts or spikes heretofore passing through an inboard hole 24. In both embodiments a pair of conventional headed lag bolts or spikes 26 are employed in the outboard holes 22 on each of the field and gauge sides of the tie plate in order to secure the same to the cross tie 20. In the latter embodiment of Figure 11 and 12, it is possible to employ this arrangement on light-rail tracks where the tie plate has only inboard holes since the chair itself can provide a means to stabilise the tie plate.
  • The rail clip component 30, of the assembly 10 is a generally S-shaped torsional spring rail clip best viewed in Figures 1 and 2. Clip 30 is comprised of a central leg 32, a rail bearing leg 34 and a tie bearing leg 36. The rail bearing and tie bearing legs 34 and 36 are terminal legs of the clip 30, which are spaced on opposite sides of the central leg 32 and joined-=thereto by generally arcuate portions, 38 and 40 respectively, extending from opposite ends of central leg 32. With reference to Figure 1, there are two loops thus defined on clip 30; a first loop 42 comprised of central leg 32, rail bearing leg 34 and the arcuate portion 38 joining the two together, and a second loop 44 comprised of central leg 32, tie bearing leg 36 and the arcuate portion 40 joining the two together.
  • Loop 42 is bent slightly in an upward direction beginning at approximately the midpoint of central leg 32, as best viewed in Figure 2. The angular displacement of loop 42 from the horizontal (with reference to Figure 2) is preferably within the range of from about 15° to 20° but most preferably about 18°. The distal end of rail bearing leg 34 is also bent slightly in an upward direction. The angle of inclination of the distal end of leg 34 (with reference to Figure 2) is preferably about 10° with respect to the horizontal. A land 46 is formed on the underside of leg 34 between the point at which loop 42 is bent upwardly and the point at which the distal end of the leg is bent upwardly.
  • In the embodiment shown in Figures 5-8, the chair 50 which cooperates with clip 30 is comprised of a body portion 52, an anchoring portion 54, and a head portion 56. The anchoring portion 54 depends downwardly from the body 52 and is comprised of a pair of legs 58 which terminate in hook or latch means 60. The spacing between legs 58 is substantially the same as the spacing between the inboard spike holes on a standard tie plate (e.g., approximately 89mm (3.5 inches) on centres). Likewise, the cross-sectional dimensions and configurations of the legs 58 are designed to mate with the spike holes on a conventional tie plate, as is the projection of the hook or latch means 60. Insofar as there may be some variation on the shape and spacing of the inboard spike holes on various tie plates, the exact dimensions of the anchoring portion of chair 50 can be altered accordingly. To facilitate the insertion of the anchoring portion 54 of chair 50 within the inboard spike holes 24 on the tie plate, the lower ends of each of the legs 58 are provided with a slight inward taper 62, best viewed in Figures 4 and 8. Thus, this embodiment of chair 50 is secured to tie plate 12 by. inserting the legs 58 through inboard holes 24 with the chair in a somewhat downwardly angled position, and thence rotating same to latch the hook 60 of each leg beneath the tie plate as shown in Figure 8.
  • The head portion 56 of chair 50 is designed to cooperate in mating engagement with the rail clip 30. A lip 62 projects outwardly from the head portion 56 for this purpose, the lip 62 extending generally across the breadth of the body portion 52 between the legs 58. The lip 62 is defined by a front face 64, a top outside face 66, and a bottom inside face 68. The inside face 68 is slightly inwardly concave, tapering from an outer edge 70 and merging into the body portion 52. A jaw 72 is thus formed having a bight configured toreceive the central leg of clip 3Q as described more fully hereinbelow.
  • The lip 62 preferably includes an upwardly flared front end 74. The inside face 68 and,,I.thus, jaw 72 follow the upward flare of lip 62 such that the bight of jaw 72 opens progressively as shown in Figures 3 and 4. The angle of inclination of the flare is approximately equal to, but preferably slightly less than, the angle of inclination of the loop 42 on clip 30 for reasons explained below. A slight protruberance 76 is defined at the juncture of the flared and straight portions of the edge 70. This protruberance is designed to mate with a small notch or detent formed on the central leg 32 of clip 30 corresponding generally to the point at which the loop 42 is bent upwardly, as best viewed in Figure 6. An overdrive preventer 78 is provided on the front end body portion 52 by rounding the edges thereof in the area corresponding to the bight of jaw 72, as best viewed in Figures 3 and 7.
  • The assembly 10 comprised of the clip 30 and chair 50 illustrated in Figures 3 and 4 is best viewed in Figures 5-8. Installation of the assembly 10 is relatively simple, whether the fastening assembly is used on a new track installation or in the rehabilitation of old track. The chair 50 is secured to the inboard spike holes 24 of tie plate 12 by cantering the chair slightly and inserting the legs 58 through the inboard holes. The chair is then rotated upwardly so that the latch or hook member 60 projects beneath the tie plate 12, as shown in Figure 8.
  • The S-clip 30 is driven into seating engagement with the chair 50,. Figure 5 shows the clip placed with the loop 40 in the flared portion of jaw 72 prior to the driving operation. The loop 42 is then struck with a hammer or equivalent tool and the clip is driven to the right into a fully seated position as shown in Figure 6. During the driving operation, the tie bearing leg rides across the face of the tie plate 12 while the land 46 on the rail bearing leg rides across the face of the base flange 18 of rail 14. The flare of jaw 72 aids in guiding the central leg into latched, mating engagement with the head portion of the chair. When in the fully-seated position of Figure 6, the slight protuberance 76 cooperates with the mating detent means on central leg 32 to ensure a positive lock between the two components. Overdrive preventer 78 ensures proper relative positioning of the protuberance/detent. Positive engagement of the clip with the chair is promoted by this protuberance/detent arrangement, along with the relative angular relationship between the upwardly oriented loop on the clip and flared front end of the jaw on the chair and the relative dimensions between the spread of loop 42 and the thickness of the head portion of the chair on which this loop is received.
  • Upward forces are established in both of the terminal legs 34 and 36 when the clip 30 is seated. These forces arise, in part, because the top face of the flange 18 on the rail where leg 34 engages it is vertically displaced from the top face of tie plate 12 where leg 36 engages it, the amount of vertical displacement being greater than can be accommodated by the clip in its relaxed configuration. Consequently, the driving operation forces the legs 34 and 36 to be stressed upwardly when the clip is seated, the lip on the chair providing a downward restraining force on the central leg 32. This counteractive force provided by lip 62 also ensures secure engagement of the hook means 60 with tie plate 12. The upward forces in legs 34 and 36 are resolved through the two loops 42 and 44 as oppositely oriented rotational forces existing at opposing ends of central leg 32. Consequently, the clip 30 functions as a torsional spring rail clip where the holding power of the fastening assembly arises predominantly through torsion. The magnitude of the torsional force can be suitably tailored by appropriate selection of the angle of inclination of the loop 42 relative to the flare at the front of jaw 72 and the relative dimensioning of the legs of the clip. Furthermore, under dynamic operating conditions, the holding forces exerted against the rail will rise as the rail attempts to move away from the tie plate since the upward force on rail bearing leg 34 will increase and.be resolved in central leg 32 as an increased torsional force.
  • An alternate embodiment of the assembly 10 is shown in Figures 9-12, wherein like reference numerals denote like parts in respect of the embodiment discussed above (Figures 1 to 8). The principal difference between the assembly shown in Figures 9-12 and that described above is that the chair 50 is secured directly to the wooden cross tie by means of a single leg or shank which passes through one of the inboard spike holes 24 only. Thus, in place of the two legs 58 of the chair described above, the alternate embodiment shown in Figures 9-12 has a single shank 80. Otherwise, the chair is identical to that described above and shown in the preceding figures of drawing.
  • In the embodiment shown in Figures 9 and 10, the shank 80, which is preferably somewhat larger in cross section than a standard spike, terminates in a pointed tip 82 in order that the chair may be driven into a wooden cross tie member. The outer surface of the shank 80 is shown in Figures 9 and 10 to include a stepped wedge or barbed configuration of elements 84 to retard pullout of the chair from the wooden tie. Any similar surface roughening could equally well be employed for this purpose.
  • Figures 11 and 12 shown in an assembly of the S-clip 30 and the alternate embodiment of the chair shown in Figures 9 and 10. Figure 12 also shows a number of ways in which this chair may be restrained within the cross tie 20. For example, the chair shown at position A is illustrated, in full lines, with a smooth shank 80 terminating in a point 82, the length of the shank 80 being greater than the thickness of the tie 20. Restraining means 86 are included near the distal end of this shank to prevent pullout of the chair from the tie. Thus, this chair would be driven into position and, once the tip of shank 80 projected beyond the bottom surface of tie-20, the restraining means 86 would prevent upward motion of the chair. The embodiment illustrated in Figures 9 and 10 is shown in phantom lines at position A in Figure 12 for comparison. This latter embodiment relies on the barbed or stepped surfaces at 84 to prevent pullout of the chair. In this case, where the tip of the chair does not include restraining means such as 86, a bonding agent may be applied to the outer surface of the shank 80 to reduce further the tendency for pullout. Such a bonding agent could be, for example, magnesium phosphate cement.
  • Yet another means to secure the shank 80 in tie 20 is shown at position B in Figure 12. Here the tie 20 is provided with an oversized channel or cavity 88 filled with a bonding material 90. This bonding material could be magnesium phosphate cement, or a polymeric or resinous material compatible with the wooden tie. The bonding material 90 completely encapsulates shank 80,and, when rigid, indirectly bonds the shank of the chair to the wooden tie. The cross sectional area of cavity 88 is preferably larger than that of the spike hole through which shank 80 projects. This serves two advantageous functions. First, when the bonding material 90 solidifies, pullout resistance is enhanced since the block of material holding the shank is larger than the spike hole. Thus the shank must be parted from the bonding agent if it is to be removed. Second, the larger cross section of cavity 88, and the solid bonding material, improves lateral and longitudinal restraint of the chair relative to the rail. Depending on design considerations, the filled cavity 88 need not extend entirely through the tie 20. This approach is shown in full lines in Figure 12 at position B. If desired, the cavity can go through the tie, as shown in phantom lines in Figure 12 at position B. Either approach may also be advantageous for securing the chair in a spike-killed tie. Other conceptually similar approaches may be used to guard against pullout of the chair without departing from the scope of the present invention.
  • Since the chair of the alternate embodiment shown in Figures 9-12 replaces but a single inboard spike, it is preferable to stagger the placement of the chairs on field and gauge sides of the rail, as shown in Figure 11. Depending on the configuration of the shank 80; this will minimise any tendency for splitting the wooden cross tie 20. Also, a more uniform holding force is applied across the rail 14 in this staggered configuration. Because the chair in this alternate embodiment is directly affixed to the tie, as opposed to indirect affixation in the embodiment of Figures 3 and 4, it may be advisable in the scheme shown in Figures 11 and 12 to provide the undersurface of tie plate 12 with a coating of a bonding material such as those described above. This bonding material will tend to prevent relative movement between the tie and the tie plate which could, under severe conditions, loosen the shank 80 in its grip on the tie depending, for example, on which of the many shank configurations is used.
  • Fabrication of the components of assembly 10 is very easy. The clip 30 is preferably fashioned from round stock of spring steel having an appropriate diameter and length suitable to yield one clip. The spring is fashioned by bending the presized rod around mandrels and the required angularity of the loops is imparted by a simple forming operation. The spring clip can then be heat treated in a conventional manner to give requisite strength and ductility thereto. The chair 50 may be cast from ductile iron, or formed from steel and appropriately heat treated.
  • The operation of assembly 10 of the present invention is extremely efficient. When pairs of assembly 10 are used, one on each of the field and gauge side, to hold a length of track in place, the holding power of the assembly in both longitudinal and rocking or overturn directions is sufficient to reduce the need for both rail anchors and conventional overturn preventers in many applications, and even to eliminate the need for such devices in other applications. This allows for considerable savings in both the capital expense of installing or rehabilitating a rail and also the maintainance involved in re-application of rail anchors and overturn preventers since the same have a tendency to loosen over a period of time. Furthermore., rails can be replaced by simply removing the spring clip. Since no spikes need be removed, tie life is prolonged considerably.
  • Having now described the present invention with reference to certain preferred embodiments thereof, the skilled artisan will recognise that various substitutions, modifications, changes, and ommissions may be made without departing from the scope thereof. For example, changes in the dimension, numbers or location of spike holes in the tie plate are intended within the disclosure of the present invention. Likewise, a compression of the geometry of the S-clip (e.g., squashing as viewed in plan) while retaining the torsional force for holding power is intended within the disclosure of the present invention. In like vein, the chair of the embodiment shown in Figures 9-12 could be formed with two shanks, spaced and dimensioned to pass through both inboard holes in the tie plate into engagement with the tie.

Claims (24)

1. A boltless two-piece rail fastening assembly (10) for fastening a railway rail(14) supported on a conventional tie plate (12) to a wooden cross tie (20), characterised in that the assembly comprises:
(a) an S-shaped rail clip (30) having a central leg (32), and a rail bearing leg (34) and a tie bearing leg (36) spaced on opposite sides of said central leg (32) and joined thereto by arcuate portions (38,40) extending from opposite ends thereof; and
(b) a chair (50) having a body (52) including jaw means (72) for receiving said clip (30) in latching engagement therewith and anchor means (54) for securing said body (52) proximate the base flange (18) of a railway rail (14), said anchor means (54) including at least one downwardly depending leg(58 or 8) configured to pass through the spike holes (24) in a conventional tie plate (12) affixed to a wooden tie (20).
2. The rail fastening assembly of claim 1, characterised in that said anchor means (54) comprise means (58,60) for securing said body (52) to said tie plate (12).
3. The rail fastening assembly of claim 2, characterised in that said anchor means (54) comprise a pair of chair anchor legs (58) projecting downwardly from said body (52) and spaced from one another at a distance substantially equal to the spacing of the spike holes (24) in said tie plate (12) adjacent the base flange (18) of a railway rail (14) to be fastened to said wooden tie (20).
4. The rail fastening assembly of claim 3, characterised in that said anchor means (54) comprise anchor hook means (60) extending from each of said anchor legs (58) for projecting beneath, and securing said body (52) to, said tie plate (12).
5. The rail fastening assembly of claim 4, 'characterised in that each of said chair anchor legs (58) terminates in an outwardly projecting hook (60) for engagement with the bottom surface of said tie plate (12) to secure said body (52) to said tie plate (12).
6. The rail fastening assembly of claim 1, characterised in that said anchor means (54) comprises means (80) for securing said body (52) to said tie (20).
7. The rail fastening assembly of claim 6, characterised in that said anchor means (54) includes at least one shank (80) for operative engagement with said tie (20).
8. The rail fastening assembly of claim 7, characterised in that said shank (80) is formed with a barbed outer surface (84).
9. The rail fastening assembly of claim 7, characterised in that said shank (80) includes retainer means (85) at the distal end thereof for engagement with the bottom surface of said tie (20).
10. The rail fastening assembly of claims 7, 8 or 9, characterised in that said anchor means (54) further comprises a bonding agent (90) for bonding said shank (80) to said tie (20).
11. The rail fastening assembly of claim 10, characterised in that said bonding agent (90) disposed in an oversized cavity (88) in said tie (20) and said shank (80) is embedded in said agent (90).
12. The rail fastening assembly of any one of the preceding claims characterised 'in that said jaw means (72) comprises a lip (62), projecting outwardly from said body (52), having a concave face (68) to define a bight configured to receive at least a portion of said central leg (32) of said rail clip (30).
13. The rail fastening assembly of claim 12, characterised in that said jaw (72) opens in a direction away from said rail (14).
14. The rail fastening assembly of claim 12, characterised in that said outwardly projecting lip (62) is flared upwardly at its front end (74).
15. The rail fastening assembly of claim 14, characterised in that the flare in said lip (62) terminates at a slight protuberance (76) at the upper edge of said bight, said protuberance (76) comprising latching means for cooperation with a matching detent on said clip (30).
16. The rail fastening assembly of any one of the preceding claims, characterised in that the arcuate portion (38) of said clip (30) joining the rail bearing leg (34) to the central leg (32) is displaced slightly in an upward direction from the other of said arcuate portions (40).
17. The rail fastening assembly of claim 16, characterised in that said rail bearing leg (34) is upwardly divergent at its distal end.
18. The rail fastening assembly of claim 16 or 17, including latching means on said clip (30) for cooperative engagement with corresponding latching means (76) on said body (52) for securing said clip (30) on said chair (12) when the former is driven into engagement with the latter.
19. The rail fastening assembly of claim 18, characterised in that the latching means on said clip (30) includes a detent on said central leg (32) and the latching means on said body includes a mating protuberance (76) on the lip (62) of the chair (50).
20. In combination with a railway rail (14) supported on a tie plate (12) which is secured to a wooden cross tie (20) by spike means (26), said tie plate (12) including on both field and gauge sides a pair of outboard spike holes (22) and a pair of inboard spike holes (24) adjacent the base flange (18) of the rail (14), a two-piece rail fastening assembly (10) characterised in that it comprises a chair (50) having legs (58) disposed through at least one set of said inboard spike holes (24) and latched to said tie plate (12), said chair (50) including a jaw (72) having a bight and a generally S-shaped clip (30) having a central leg (32), a rail bearing leg (34) and a tie bearing leg (36), driven into latched, seating engagement on said chair (50) with said central leg (32) received in said bight and said rail bearing leg (34) bearing downwardly on said base flange (18) to fasten said rail (14) to said wooden cross tie (20).
21. The combination of claim 20, characterised in that a pair of two-piece rail fastening assemblies (10) are included, one on each side of said rail (14).
22. In combination with a railway rail (14) supported on a tie plate (12) which is secured to a wooden cross the (20) by spike means (26), said tie plate including on both field and gauge sides at least one spike hole (24) adjacent the blase flange (18) of the rail (14), a two-piece rail fastening assembly (10) characterised in that it comprises: a chair (50) including a body (52) with a jaw (72) having abight and at least one downwardly depending shank (80) passing through a spike hole (24) adjacent the base flange (18) of a rail (14) into engagement with said tie (20) for securing said chair (50) adjacent the railway rail (14); and a generally S-shaped clip ( 30) having a central leg (32), a rail bearing leg (34) and a tie-bearing leg (36), driven into latched, seating engagement on said chair (50) with said central leg (32) received in said bight and said rail bearing leg (34) bearing downwardly on said'base flange (18) to fasten said rail (14) to said wooden cross tie (20).
23. The combination of claim 21, characterised in that said tie plate (12) has a pair of inboard (24) and a pair of outboard (22) spike holes on each of said field and gauge sides of said rail (14), and a pair of two-piece rail fastening assemblies (10) are included, one on each side of said rail.
(14), each of said assemblies (10) including a single downward shank (80), said assemblies (10) disposed in diametrically opposite inboard spike holes (24).
EP19820302625 1981-05-26 1982-05-21 Two piece rail fastening assemblies for wooden cross ties Expired EP0066995B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US26692881A 1981-05-26 1981-05-26
US266928 1981-05-26

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EP0066995A2 true EP0066995A2 (en) 1982-12-15
EP0066995A3 EP0066995A3 (en) 1983-10-05
EP0066995B1 EP0066995B1 (en) 1986-04-02

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EP19820302625 Expired EP0066995B1 (en) 1981-05-26 1982-05-21 Two piece rail fastening assemblies for wooden cross ties

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EP (1) EP0066995B1 (en)
JP (1) JPS57209301A (en)
BR (1) BR8203022A (en)
CA (1) CA1203788A (en)
DE (1) DE3270220D1 (en)
MX (1) MX159898A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2170537A (en) * 1985-02-01 1986-08-06 Mckay Ralph Ltd Rail fastening systems
EP0206618A2 (en) * 1985-06-19 1986-12-30 Pandrol Limited Holding a railway rail down on a support member
US6761322B1 (en) 1999-11-24 2004-07-13 Pandrol Limited Railway baseplate assembly
RU2530831C1 (en) * 2013-06-27 2014-10-20 Юрий Николаевич Аксёнов Boltless rail fastening and under-rail plate of boltless rail fastening
RU210218U1 (en) * 2021-12-15 2022-04-01 Федеральное государственное бюджетное образовательное учреждение высшего образования "Сибирский государственный университет путей сообщения" (СГУПС) Underrail lining

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005048829A1 (en) * 2004-12-09 2006-06-29 SCHWIHAG GESELLSCHAFT FüR EISENBAHNOBERBAU MBH Positive-elastic rail fastening for track systems

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2357499A (en) * 1942-05-04 1944-09-05 Colorado Fuel & Iron Corp Rail fastening
FR900354A (en) * 1943-08-10 1945-06-27 Device for fixing the skid rails to the reinforced concrete sleepers
US2387009A (en) * 1943-05-22 1945-10-16 Ralph P Clarkson Rail fastening
US3326466A (en) * 1965-10-14 1967-06-20 Lockspike Ltd Railway rail and fastening assembly
GB1154497A (en) * 1966-03-18 1969-06-11 Schmitthelm Fa Ernst Improvements in or relating to Railway Rail Supporting and Securing Means
GB1305871A (en) * 1971-01-26 1973-02-07
GB1474698A (en) * 1974-11-26 1977-05-25 Pandrol Ltd Holding down railway rails
FR2365003A1 (en) * 1976-09-16 1978-04-14 Tempered Spring Cy Ltd Railway track resilient rail clamp - uses two circular resilient tongues in base engaging lower edges of I=section rail
GB2034788A (en) * 1978-09-05 1980-06-11 London Transport Executive Rail Fastening Members

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2357499A (en) * 1942-05-04 1944-09-05 Colorado Fuel & Iron Corp Rail fastening
US2387009A (en) * 1943-05-22 1945-10-16 Ralph P Clarkson Rail fastening
FR900354A (en) * 1943-08-10 1945-06-27 Device for fixing the skid rails to the reinforced concrete sleepers
US3326466A (en) * 1965-10-14 1967-06-20 Lockspike Ltd Railway rail and fastening assembly
GB1154497A (en) * 1966-03-18 1969-06-11 Schmitthelm Fa Ernst Improvements in or relating to Railway Rail Supporting and Securing Means
GB1305871A (en) * 1971-01-26 1973-02-07
GB1474698A (en) * 1974-11-26 1977-05-25 Pandrol Ltd Holding down railway rails
FR2365003A1 (en) * 1976-09-16 1978-04-14 Tempered Spring Cy Ltd Railway track resilient rail clamp - uses two circular resilient tongues in base engaging lower edges of I=section rail
GB2034788A (en) * 1978-09-05 1980-06-11 London Transport Executive Rail Fastening Members

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2170537A (en) * 1985-02-01 1986-08-06 Mckay Ralph Ltd Rail fastening systems
EP0206618A2 (en) * 1985-06-19 1986-12-30 Pandrol Limited Holding a railway rail down on a support member
EP0206618A3 (en) * 1985-06-19 1987-08-26 Pandrol Limited Holding a railway rail down on a support member
US6761322B1 (en) 1999-11-24 2004-07-13 Pandrol Limited Railway baseplate assembly
RU2530831C1 (en) * 2013-06-27 2014-10-20 Юрий Николаевич Аксёнов Boltless rail fastening and under-rail plate of boltless rail fastening
RU210218U1 (en) * 2021-12-15 2022-04-01 Федеральное государственное бюджетное образовательное учреждение высшего образования "Сибирский государственный университет путей сообщения" (СГУПС) Underrail lining

Also Published As

Publication number Publication date
EP0066995B1 (en) 1986-04-02
BR8203022A (en) 1983-05-10
MX159898A (en) 1989-09-28
CA1203788A (en) 1986-04-29
EP0066995A3 (en) 1983-10-05
DE3270220D1 (en) 1986-05-07
JPS57209301A (en) 1982-12-22

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