US1676888A - Bearing plate for rail anchors - Google Patents

Bearing plate for rail anchors Download PDF

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Publication number
US1676888A
US1676888A US217432A US21743227A US1676888A US 1676888 A US1676888 A US 1676888A US 217432 A US217432 A US 217432A US 21743227 A US21743227 A US 21743227A US 1676888 A US1676888 A US 1676888A
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tie
rail
plate
anchor
bearing plate
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US217432A
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Byron M Cheney
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B13/00Arrangements preventing shifting of the track
    • E01B13/02Rail anchors
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2201/00Fastening or restraining methods
    • E01B2201/10Fastening or restraining methods in alternative ways, e.g. glueing, welding, form-fits

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  • This invention relates to means for protecting railway ties from the wearing effect of rail anchors and has for one vobject the provision of means for preventing the rail anchor from abrading the face of thetle.
  • A'further object is the provision of means for receiving the pressure of the rail anchor and preventing the pressure from being transmitted to the rail spikes.
  • Fig. 2 is a section on 1i1 1e 2 2of Fig. 1;
  • Fig. 3 is a perspective View of the bearing plate shown in Figs. 1 and 2;
  • the railway tie 11, shown in Figs. 1 and 2 is provided with the usual tie plate 12 which supports the rail 13 and through which the spikes 14: are driven for securing therail to thetie.
  • a rail anchor 15 of any suitable or approved form is clamped to the rail 13 for preventingjlongitudinal vmovementof the rail upon its supporting ties.
  • a bearing plate 16 is interposed'between the anchor 15 and the lateral face of the tie 11 to prevent the rail' anchor; from abrading the face of the tie where it engages, the same.
  • thefbearing plate 16 is entirely separate both from. the rail anchor and thetie plate.
  • the plate maybe heldin place in a n-umberof different ways the form shown in Figs. 1, 2 and 3 being provided with a laterally extending relatively' thin flange 17 which is driven between the tie plate 12 and the upper face of the tie, as shown in Fig. 1.
  • the fian'ge 17 may be driven in until the plate 16' bears-tightly against thelateral face of thejt-ie. The an-.
  • chor 17 is then placed in position closely against the bearing plate 16 sov that the bear-v ing plate is retained in place and the rail anchor is providedwith a metalb'earing surface which transmits ltspressureto the surface of the tie without interfering With the tie plate or spikes. Any abrasion caused by the movement of the rail will be borne by the surface; of .tlie bearin plate, thus fpro tecting the face of the "tie iroin wear.
  • the laterally projecting flang 18 is made narrow so that it forms a narrow tongue to be inserted between the tie' plate and tie. This permits a larger range-of lateral adjustment transversely ofthe rail than "does the broader flange shown in Fig. 3. In'some forms "of rail anchors, it'is desirable to have e be Pl t e en b y n h a s flangeof the rail in the directionot "the length of the tie; The comparatively na'r-j row tongue 18 of the'f ormshowninFig.4
  • the bearing plate 16 isfprovidedwith spaced tongues 1 9 "lVith thisfor'm of the invention, the tongues may be driven on op p ses/ides Q a pike at i f he ai pbsi ion ne' he r s" P e at 2s side of the rail flange and providing a firin attachment because of the two tongues ex tending" between the tie 'plateand the tie.
  • Thefbeariffgplate shown in'Fig. 9 is similar'to that shown in Fig; 7 except thatit is provided with apro-jecting rib 23 similar to that s Fig. s,
  • tie plate a rail supported said tie plate, and 'a' rail anchor attached to said rail,"of a bearing plate formed'separately from said tie plate and anchorand interposed between said rail anchor and tie, i
  • tie plate a rail supported on said tie plate, and a rail anchor attached to said rail, of a bearing plate formed separately from said tie plate and rail anchor and interposed between said rail anchorand tie, and means for attaching said bearing plate to said tie.
  • a rallway tie a tie plate resting on said tie, a rail supported on said'ti'e ..plate, vspikes extending through said tie plate for holding'said rail to said tie,"and arail'anclior attached to said rail, of a bearing plate interposed, between said r'ail' anchor and tie, and means ⁇ fer-supporting said bearing plate on 'said' tie independ' ently tie-plate and frefrom' said sPi kBs.”
  • tie plate resting thereon, a rail supported by said tieiplate', and a rail' anchor 'a-ttached to said rail, of a bearing plate interposed between said rail anchor and the lateral face curing said bearing'plate'i'n position'against i of said'ti e'and'having a laterally exte ding flange thereon extending substantially the full length ofs'aid b'aring'plate and projecting laterallytherefromibetween said tie .iind'tie plate.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

July 10, 1928.
B. M. CHENEY BEARING PLATE FORBAIL ANGHORS Filed Sept. 5, 1927 2 Sheets-Sheet 2 Patented July 10, 1928.
, BYRON M. GHENEY, OF CHICAGO, ILLINoIs. I
" gel-ammo PLATE non RAI ANCHORS.
f Application filed September 3, 1927. Serial No. 217,432.
. This invention relates to means for protecting railway ties from the wearing effect of rail anchors and has for one vobject the provision of means for preventing the rail anchor from abrading the face of thetle.
A'further object is the provision of means for receiving the pressure of the rail anchor and preventing the pressure from being transmitted to the rail spikes. Other objects and advantages will appear from the following description. I d
The invention isexemplified in; the com.- bination and "arrangement of parts shown in the accompanying drawings and described in .thefollowing specification, and itis more particularly pointed out; in. the appended claims.-
Inthe drawings I r v Fig. 1- isan elevation of a portion of. a railway rail showing the present invention applied thereto, the railway tie being shown in. section; r
Fig. 2 is a section on 1i1 1e 2 2of Fig. 1; Fig. 3 is a perspective View of the bearing plate shown in Figs. 1 and 2;
F igs, 5, 6, 7, 8, 9. and lOare all perspec- 'tive views "of modified forms of bearing plates. a ,7 i Y The railway tie 11, shown in Figs. 1 and 2 is provided with the usual tie plate 12 which supports the rail 13 and through which the spikes 14: are driven for securing therail to thetie. A rail anchor 15 of any suitable or approved form is clamped to the rail 13 for preventingjlongitudinal vmovementof the rail upon its supporting ties. A bearing plate 16 is interposed'between the anchor 15 and the lateral face of the tie 11 to prevent the rail' anchor; from abrading the face of the tie where it engages, the same.
In the present practice wherearail anchor is permitted to bear against the lateral face of the tie, the relative movement of the railand tie soon wearsaway' the wood fibers so that the anchor either becomes"ineffective or engages the edges of the tieplate. Where the anchor contacts with the tie plate, pressure exerted thereby is transmitted to the tie plate and throughthe tie plate to the spike s. This has a tendency to loosen the spikes so thatthey become ineffective for holding the rail in place. This thrust against the track spikes has the effect of en .is large.
larging the spike holes, thus permittingwater and moisture to enter the untreated ce'nter of the tracktie and acceleratingthe decay of the tie. It'often also causes splitting off the track ties and because of the pulling elfecton the spikes necessitates frequent re-d'riving' of spikesone ofthe causes of so called spike killed ties. I It also has the effect ofkeeping thetie plate loose on the tie which accelerates the mechanical i wear of they tie. Under present practice the rail anchor moving upward anddownw'ard with the wave motion of, the rail under me fic, tends to out and weartheftrack tie; A wide bearing surface on the 'f lateral face of the rail anchor is of little service in overcoming this evil for the reasongthat there is-a' certain amount of. vertical movement of the rail relative to the tie and this vertical movement will wear away the. fiber. of the wood even though the bearingsurface Increasing the bearing surface merely, postpones for a short time the evil day when the anchor will reach the edgeof the tie plate. 1 To provide a flange on theltie plate arranged to extend between the tie and the rail anchor also fails to 'overcomeffthe difliculty for ifthe flange isrigid with the tieplate, the pressure against the'flange will be, transmitted to the spikes because the metal of theftieplate forms. a'more rigid strut for transmitting the forceto the spikes 7 than does the wood against which the flange would rest. Furthermore, any shrinking or wearing ofthe tie between'the plate'and spike would transfer the pressure from the tie to the spike. 1
In the present invention, thefbearing plate 16 is entirely separate both from. the rail anchor and thetie plate. The plate maybe heldin place in a n-umberof different ways the form shown in Figs. 1, 2 and 3 being provided with a laterally extending relatively' thin flange 17 which is driven between the tie plate 12 and the upper face of the tie, as shown in Fig. 1. The fian'ge 17 may be driven in until the plate 16' bears-tightly against thelateral face of thejt-ie. The an-. chor 17 is then placed in position closely against the bearing plate 16 sov that the bear-v ing plate is retained in place and the rail anchor is providedwith a metalb'earing surface which transmits ltspressureto the surface of the tie without interfering With the tie plate or spikes. Any abrasion caused by the movement of the rail will be borne by the surface; of .tlie bearin plate, thus fpro tecting the face of the "tie iroin wear.
In the form of the invention shown in Fig;
4, the laterally projecting flang 18 is made narrow so that it forms a narrow tongue to be inserted between the tie' plate and tie. This permits a larger range-of lateral adjustment transversely ofthe rail than "does the broader flange shown in Fig. 3. In'some forms "of rail anchors, it'is desirable to have e be Pl t e en b y n h a s flangeof the rail in the directionot "the length of the tie; The comparatively na'r-j row tongue 18 of the'f ormshowninFig.4
will permit the" bearing plate to eXten dbeybnd the rail flange at eitherv side ofthe rail; In the form of the inventionshown in igi 5, the bearing plate 16 isfprovidedwith spaced tongues 1 9 "lVith thisfor'm of the invention, the tongues may be driven on op p ses/ides Q a pike at i f he ai pbsi ion ne' he r s" P e at 2s side of the rail flange and providing a firin attachment because of the two tongues ex tending" between the tie 'plateand the tie.
In" the forinfof the invention shoWnin F g-" he bea in'gpl 16. is p d d with laterally projectingfspikes orteeth 20 which may be, driven intothe late ral faces of the tie atany position desired, thus holding the bearing plate'against the faceof the tie at F -1th? be ngpl i e 6 is prov de fli the most convenient positionflf o-r the particularrail anchor with which it is usedg' c In the form of theinvention shown in 5 la ly'pr i tig ea 21 h v ng openi 22 therein through whichspiltes or nails nia y driven into the face of the tie fdr'lioldthe 'beari'ng plate in position? These ears may projectat opposite sides of -the 11 0 facilitate'easy insertion of he sp kes through theopenings 22. i
form of he vention shown in 8 issimilar to that shown in Fig. 3 except that the bearing plate 16 is inazde'thinner for engaging the rail anchor;
Thefbeariffgplate shown in'Fig. 9is similar'to that shown in Fig; 7 except thatit is provided with apro-jecting rib 23 similar to that s Fig. s,
and is provided with a projecting rib 23 bearing'plate shoWn'inFig. l Qis similar to that shown in Fig. 6 but provided walla bearing at aa;
' 1 The combination with a railway tie, a
tie plate, a rail supported said tie plate, and 'a' rail anchor attached to said rail,"of a bearing plate formed'separately from said tie plate and anchorand interposed between said rail anchor and tie, i
2. The combination with a railway tie, a
tie plate, a rail supported on said tie plate, and a rail anchor attached to said rail, of a bearing plate formed separately from said tie plate and rail anchor and interposed between said rail anchorand tie, and means for attaching said bearing plate to said tie. 3. The combination with a rallway tie, a tie plate resting on said tie, a rail supported on said'ti'e ..plate, vspikes extending through said tie plate for holding'said rail to said tie,"and arail'anclior attached to said rail, of a bearing plate interposed, between said r'ail' anchor and tie, and means {fer-supporting said bearing plate on 'said' tie independ' ently tie-plate and frefrom' said sPi kBs."
said tie plate, spikes extending through openingsin said ti'epla'te into said 'tie and 4. The combination with a railway tiefa tie plateresting on said" tie, a rail supported engaging"-said "rail, and" a -rail-fjanchor clampedto said rail, of" afbearing pl'ate to said rail, of 'a"b eariiig 'plate' interposed between said tie-and rail anchor, said bearing plate having a laterally projecting flange thereon extending between the upper surface ot'said tie and said-tie plate.
6. The combination with rail-way tie, 'a
tie plate, resting thereon, a rail supported by said tieiplate', and a rail' anchor 'a-ttached to said rail, of a bearing plate interposed between said rail anchor and the lateral face curing said bearing'plate'i'n position'against i of said'ti e'and'having a laterally exte ding flange thereon extending substantially the full length ofs'aid b'aring'plate and projecting laterallytherefromibetween said tie .iind'tie plate.
7; The 'coihbination withfa rai ay tie, a I
rail mounted thereon, and a "rail anchor secured to said rail, 'of a'bearlng plate interosed betwee'n'sald tle andra l anchor' a'nd a ving' 'ineanstliereon foreuga ing said tie us I to maintain said bearing pla-tein position.
8; The combination withalfraiflway'tie, a rail supported by's'aid tie,an'd rail anchor clamped-to said-r2111, of a bearing plate interpose'd between said tie and rail'an'chor, said bearing, plate having a laterally extending tongueexte'nding overthe upper surface ofisaid tie'for supporting said'bea'ring plate. 7'
9. The combination with a rai1way tie, a
tie plate on'said tie,a"rai-l supported by said tie plate, and a rail anchor attached to said rail, of a bearing plate "interposed between said tie and rail anchor and having "spaced laterally projectingtongues engaging the upper surface of said tie to support said bearing plate. V
10. The combination with a railway tie, a
rail supported by said tie, and a rail anchor 5 attached to said rail, of a bearing plate in-' terposed between said rail-anchor and tie, said bearing plate havlng a1 projecting rib anchor.
In'testimony whereof I have signed my 10 name to this specification "on' this 1st day of September, A; D. 1927.
B. M. CHENEY.
US217432A 1927-09-03 1927-09-03 Bearing plate for rail anchors Expired - Lifetime US1676888A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4061270A (en) * 1976-04-09 1977-12-06 United States Steel Corporation Steel tie insulating saddle

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4061270A (en) * 1976-04-09 1977-12-06 United States Steel Corporation Steel tie insulating saddle

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