US1356690A - Rail-anchor - Google Patents

Rail-anchor Download PDF

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Publication number
US1356690A
US1356690A US321881A US32188119A US1356690A US 1356690 A US1356690 A US 1356690A US 321881 A US321881 A US 321881A US 32188119 A US32188119 A US 32188119A US 1356690 A US1356690 A US 1356690A
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Prior art keywords
rail
jaw
spring
anchor
tie
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Expired - Lifetime
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US321881A
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Laurence J Berkeley
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P & M Co
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P & M Co
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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
    • E01B2201/08Fastening or restraining methods by plastic or elastic deformation of fastener

Definitions

  • My invention relates to rail anchors
  • My invention contemplates a device made up of a plurality of parts, certain parts of which are made of cast metal and certain other parts though it will beobvious from the following description that modifications in structure might be made without departing from my invention.
  • the various parts of my preferred form of anchor are of such construction that they may be readily constructed, assembled and permanently secured together at a minimum cost of labor and material. Then the parts are assembled they provide, in effect, a one piece anchor which is less expensive to 'manufacture than a similar device made enand at the same time tirely of spring metal, possess the meritorious features of a device made entirely of spring metal.
  • Figure 1 is a plan invention, illustrating the manner in which it is applied to the rail;
  • Fig. 2 is an end view in elevation of the device shown in Fig. 1;
  • Fig. 8 is a front view in'elevation of the device, showing the rail in" cross-section;
  • Fig. .4 is a view in perspective of the rail anchor shown in the preceding figures
  • Fig.5 is a plan view of a modification, illustrating the-manner in which this form of anchor is applied to the rail;
  • Fig. 8 is a view in perspectiveofthe de
  • Figs. 1 to 4 inclusive of the drawings: 10 designates a railroad rail and 11 one of the cross-ties on which the rail is supported:
  • the form of the invention shownin these fi res consists, preferably, of a casting. mem er 12 and. a spring metal member 13 which together embrace the base flange of the rail.
  • the casting member is'formed with a depending flange 14 adapted toibear against one of the vertical faces of the tie 11, and is formed with an integral, relatively narrow, aw 15 which fits over one edge of" the base flange. of the.
  • the casting member preferably pros jects beyond the jaw, as indicated at 16 (Fig. 4:), and is formed at itsouter end with; a curved recess 17.;
  • the spring element'13 is preferably round in cross-section, andis formed at onevend with a hook or-jaw portion 18-which fits over the opposite edge
  • The-other endofthe spring 1 is bent as indicated at 19,. so as to fit the.
  • sprlng element 13 if desired might be secured in the casting by supporting it in the castin mold and pouring the molten metal aroun it, instead of securing it in the bore20, as above described.
  • the jaw 15 of the casting 12' is applied. over one edge of-the'basefiange and the tie abutting portion is so positioned with relation 11 that the toe portion 23 thereof engages one of the vertical faces of the tie.
  • the anchor is thus far applied, the element 13 assumes a diagonal posi r tion under the rail base, substantially as in-i to the, tie
  • the spring element IltfWlll Upon releasing the spring element IltfWlll return to its normaloperative position, as shown at (3 in Fig. 1.
  • the spring element 13 takes a shackle hold on the rail, and exertssuflicient pressure against the edge of V the rail base to resist the tendency of the vibration of the rail, or other causes, to loosen the effective grip of the device on the rail.
  • Any longitudinal movement of the rail toward the tie increases the pressure of the tie abutting portion 14- against the tie and causes the casting element 12 to rock in the directionindicated by the arrow in Fig. 1.
  • the tie abutting foot 14 is preferably formed with a curved surface 24L tov facilitate this operation.
  • the spring yoke is also formed with reverse curves 35, 35, adapted to normally seat against the curved portions 30, 3O ofthe flanges, so that the opposite ends of the spring yoke assume the positions shown at D, D, before the jaws 32, 33 are sprung into engagement with the edges of the rail base.
  • the jaws 32, 33 may be applied over opposite edges of the base flange of the rail by springing the ends of the yoke 31' in opposite directions until the edges 36, 37. ofthe jaws 32, 33, respectively The jaws being released in this position will as- V sume their operative positions E, E, by
  • a rail anchor comprising a jaw element to engage one edge of the base flange of a railroad rail and formed with a tie abutting portion, and a spring member associated with said element adapted to engage the opposite edge of the rail; said spring member being formed to extend diagonally across the rail base and adapted to be strained in its application to the rail and said jaw element being adapted to rock during a creeping-pressure on the rail to increase the the rail.
  • a rail anchor comprising a jaw element to engage one edge of the base flange of a railroad rail .and formed with a tie abutting portion, and a spring member assogrip of the spring member on ciated with said element adapted to engage v the opposite edge of the' rail; said spring formed to'extend diagonally across the rail base and adapted to be flexed at a point adjacent saidelement in its application to the rail and said jaw element being adapted to rock during a creeping pressure on the rail toincrease the the spring member on the rail.
  • a rail anchor comprising a jaw element toengage one edge of the base flange of a railroad rail and formed with a tie abutting portion, and. a spring member rigidly secured at one end to said element and adapted toengage the opposite edge of the rail; said spring member being formed grip" of to extend diagonally across the rail base and i adapted to be flexed at a point adjacent said element in its applicationto the rail and said jaw element being adapted to rock during a creeping pressure on the rail to increase the rail.
  • a railianchor comprising a jaw element to engageone edge'of the base flange of a rail and formed with a tie abutting portion, and a spring rigidly secured at one end to said jaw element and formed at the other end with a hook adapted to grip the opposite edge of the rail base with spring pressure; said jaw element being adapted to be rockedduringthe creeping action of the rail to increase the grip of the device on the rail.
  • a rail anchor comprising a tie abutting member having a jaw adapted to engage one edge of the base flange of a rail and a spring member engaging the opposite edge of the rail and engaged with said tie abutting member at a point longitudinally remote from said jaw.
  • a rail anchor comprising a tie abutting member having a jaw adapted to engage one edge of the base flange of a rail and a spring member engaging the opposite edge of the rail and secured to said tie abutting member in advance of said jaw.
  • a rail anchor comprising a jaw member and a spring member secured thereto which together embrace the base flange of a rail; the spring member being formed to extend diagonally across the rail base and the jaw member being adapted to be rocked during the creeping action of the rail wherethe rail is increased.
  • a rail anchor comprising a jaw member having a jaw member for engaging with one edge of the base flange of a rail and a spring element secured to said jaw member and formed with means for engaging the opposite edge of said rail base; said jaw member being formed with a tie abutting portion positioned with'relation to the jaw whereby the creeping action of the rail toward the tie rocks the said jaw toward the tie and increases the grip of the device on the rail.
  • a rail anchor comprising having a jaw the base flange of a rail and a spring element secured to said jaw member extending diagonally across the rail base and formed with means for engaging thereof; said jaw member being formed with a tie abutting portion positioned with relation to the jaw whereby the creeping action of the rail toward the jaw toward the tie and increases the the device on the rail.
  • a rail anchor comprising rail base engaging jaw members for engaging opposite edges of the base flange of av rail and a a jaw member grip of for engaging with one edge of I the opposite edge tie rocks the said tie abutting element positioned intermediate said jaws and adapted to be rocked during the creeping action of the rail to increase the grip of the device on the rail.
  • a rail anchor comprising rail base engaging jaw members for engaging opposite edges of the base flange of a rail and a tie abutting element positioned intermediate said jaws and adapted to be rocked on a vertical axis during the creeping action of the rail to increase the grip of the device on the rail.
  • a rail anchor comprising rail tie engaging jaw members for engaging opposite edges of the base flange of a rail and a curved tie abutting element positioned intermediate said jaws at a point adjacent one of said jaws and adapted to be rocked on a vertical axis during the creeping action of the rail to increase the rail.
  • a rail anchor comprising in combination a spring member bent intermediate its ends and adapted to extend diagonally across the rail base to engage the edge thereof, and a tie abutting element seate against the bent portion of said spring. and to be rocked by the creeping pressure to increase the grip of the device on the rail.
  • a rail anchor comprising in combination, a casting and a spring member secured the grip of the device on V adapted together and adapted to engage the opposite edges of a rail base with spring pressure; said casting being formed with a curved tie abutting portion and adapted to be rocked on a vertical axis during the creeping action of the rail to increase the grip of the device on the rail base.
  • a rail anchor comprising in combination, a casting formed with a rail base engaging jaw, a tie abutting portion to the rear of said jaw and formed with a bore terminating in a curved recess at the forward end of the casting and a spring metal element bent to seat in said curved recess, having one end secured in said bore, and provided at the other end with a hook portion adapted to engage one edge of the rail base.

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

Description

L. 1. BERKELEY.-
rammed Oct. 26,1920.
4 SHEETSSHEET 1.
L. J. BERKELEY.
RAIL ANCHOR.
APPLICATION FILED SEPT. 5. 1919.
Patented Oct. 26, 1920.
4 SHEETS-SHEET 2.
L. L BERKELEY.
RAIL ANCHOR.
APPLICATION m'so SEPT. 5, 1919.
1,356,690. Patented Oct. 26,1920.
4 SHEETS-SHEET 3.
L. J. BERKELEY.
RAIL ANCHOR.
APPLICATION FILED SEPT 5, 1919' Patented Oct. 26, 1920.
v 4 SHEETS-SHEET 4.
UNITED STAT.
s PATENT oral-CE.
LAURENCE J. BERKELEY, 0 BACINE,.WISCO1\TSIN, AssIeNo '10 P. a M, COMPANY, or CHICAGO, ILLINOIS, AcoEroE TIoN. OF ILLINOIS.
RAIL-ANCHOR.
Specification of Letters Patent.
Application filed. September 5, 1919, Serial No. 321,881.;
and useful Improvements in Rail-Anchors,
of which the following is a specification.
My invention relates to rail anchors, and
has for its object to provide a new and improved rail anchor which will readily yield to compensate for the expansion or contraction of the rail to which it is applied, which will gripthe rail with a spring pressure so as to resist the tendency which the vibration of the rail,or other causes, has
to loosening its efi'ective grip on the rail,
and which will increase its grip on the rail during any longitudinal creeping of the rail.
'My invention contemplates a device made up of a plurality of parts, certain parts of which are made of cast metal and certain other parts though it will beobvious from the following description that modifications in structure might be made without departing from my invention.
The various parts of my preferred form of anchor are of such construction that they may be readily constructed, assembled and permanently secured together at a minimum cost of labor and material. Then the parts are assembled they provide, in effect, a one piece anchor which is less expensive to 'manufacture than a similar device made enand at the same time tirely of spring metal, possess the meritorious features of a device made entirely of spring metal.
The invention isillustrated in the accompanying drawings, wherein:
Figure 1 is a plan invention, illustrating the manner in which it is applied to the rail; v
' Fig. 2 is an end view in elevation of the device shown in Fig. 1;
Fig. 8 is a front view in'elevation of the device, showing the rail in" cross-section;
Fig. .4 is a view in perspective of the rail anchor shown in the preceding figures; Fig.5 is a plan view of a modification, illustrating the-manner in which this form of anchor is applied to the rail;
Fig. 6' is an end view of the same; 1 Fig. 7 is a front view. in elevation of the being made of spring metal,
view of one form of the anchor shown in Figs. 5' and 6 withthe rail shown in section; and
Patented Oct. 1920. i
Fig. 8 is a view in perspectiveofthe de;
vice shown in Figs. 5', 6 and 7; s
Like characters of reference designate like partsthroughout the several figures of'the drawings.
Referring first to Figs. 1 to 4:: inclusive of the drawings: 10 designates a railroad rail and 11 one of the cross-ties on which the rail is supported: The form of the invention shownin these fi res consists, preferably, ofa casting. mem er 12 and. a spring metal member 13 which together embrace the base flange of the rail. The casting member is'formed with a depending flange 14 adapted toibear against one of the vertical faces of the tie 11, and is formed with an integral, relatively narrow, aw 15 which fits over one edge of" the base flange. of the.
rail. The casting member, preferably pros jects beyond the jaw, as indicated at 16 (Fig. 4:), and is formed at itsouter end with; a curved recess 17.; The spring element'13 is preferably round in cross-section, andis formed at onevend with a hook or-jaw portion 18-which fits over the opposite edge The-other endofthe spring 1 is bent as indicated at 19,. so as to fit the.
of the rail base.
curved recess 17, and is rigidly-secured in a bore 20 formed in the casting by any suitable means, such for example as-by a pin 21, as shown in Fig. 2. It will be obvious that the sprlng element 13 if desired might be secured in the casting by supporting it in the castin mold and pouring the molten metal aroun it, instead of securing it in the bore20, as above described.
= When the casting and'spring elements 12, 13, are secured together, the bent portion 19 of the spring substantially fits the curved seat provided by the recess 17in the casting,
and the jaw end 18 of the spring extends at an angle with relation to the face 22 ofthejaw15.' I
When applyingtheanchor to the rail,
the jaw 15 of the casting 12' is applied. over one edge of-the'basefiange and the tie abutting portion is so positioned with relation 11 that the toe portion 23 thereof engages one of the vertical faces of the tie. When the anchor is thus far applied, the element 13 assumes a diagonal posi r tion under the rail base, substantially as in-i to the, tie
spring dicated in dotted lines at A, (Fig. 1). The jaw end 18 of the spring element may then be forced in a direction away from the tie to the position shown at B in Fig. 1, in which position the hook portion thereof -will clear the vertical edge of the rail.
Upon releasing the spring element IltfWlll return to its normaloperative position, as shown at (3 in Fig. 1. When theanchor is in its operative position, the spring element 13 takes a shackle hold on the rail, and exertssuflicient pressure against the edge of V the rail base to resist the tendency of the vibration of the rail, or other causes, to loosen the effective grip of the device on the rail. Any longitudinal movement of the rail toward the tie increases the pressure of the tie abutting portion 14- against the tie and causes the casting element 12 to rock in the directionindicated by the arrow in Fig. 1. The tie abutting foot 14: is preferably formed with a curved surface 24L tov facilitate this operation. The rocking action of the casting tends to shorten the distance between the jaws 15, 18, so as to increase the grip of the device on the rail. Any longitudinal movement of the rail toward the tie has a tendency to move the jaw end 18 of the spring element 13 toward the tie, and in this way increases the grip of the device on'the rail irrespective of any rocking movement of the casting member 12.-- During the clear the vertical edges of the rail.
rocking movement of the casting it will be seen that there is a combination of both in the space 29 between said flanges 27, 28'
by a rivet 34. The spring yoke is also formed with reverse curves 35, 35, adapted to normally seat against the curved portions 30, 3O ofthe flanges, so that the opposite ends of the spring yoke assume the positions shown at D, D, before the jaws 32, 33 are sprung into engagement with the edges of the rail base. The jaws 32, 33 may be applied over opposite edges of the base flange of the rail by springing the ends of the yoke 31' in opposite directions until the edges 36, 37. ofthe jaws 32, 33, respectively The jaws being released in this position will as- V sume their operative positions E, E, by
spring action. When the spring yoke is in its operative position, the straight portion 38 of the yoke extends at an angle with remember being and described except in so far as specific limitations may appear in the appended claims.
I claim: a
1. A rail anchor comprising a jaw element to engage one edge of the base flange of a railroad rail and formed with a tie abutting portion, and a spring member associated with said element adapted to engage the opposite edge of the rail; said spring member being formed to extend diagonally across the rail base and adapted to be strained in its application to the rail and said jaw element being adapted to rock during a creeping-pressure on the rail to increase the the rail. l i V 2. A rail anchor, comprising a jaw element to engage one edge of the base flange of a railroad rail .and formed with a tie abutting portion, and a spring member assogrip of the spring member on ciated with said element adapted to engage v the opposite edge of the' rail; said spring formed to'extend diagonally across the rail base and adapted to be flexed at a point adjacent saidelement in its application to the rail and said jaw element being adapted to rock during a creeping pressure on the rail toincrease the the spring member on the rail. 7
3. A rail anchor comprising a jaw element toengage one edge of the base flange of a railroad rail and formed with a tie abutting portion, and. a spring member rigidly secured at one end to said element and adapted toengage the opposite edge of the rail; said spring member being formed grip" of to extend diagonally across the rail base and i adapted to be flexed at a point adjacent said element in its applicationto the rail and said jaw element being adapted to rock during a creeping pressure on the rail to increase the rail. r
4. A railianchor comprising a jaw element to engageone edge'of the base flange of a rail and formed with a tie abutting portion, and a spring rigidly secured at one end to said jaw element and formed at the other end with a hook adapted to grip the opposite edge of the rail base with spring pressure; said jaw element being adapted to be rockedduringthe creeping action of the rail to increase the grip of the device on the rail.
grip of the spring member on the bar, round in cross section,
I by the grip of the anchor on 5. A rail anchor comprising a tie abutting member having a jaw adapted to engage one edge of the base flange of a rail and a spring member engaging the opposite edge of the rail and engaged with said tie abutting member at a point longitudinally remote from said jaw.
6. A rail anchor comprising a tie abutting member having a jaw adapted to engage one edge of the base flange of a rail and a spring member engaging the opposite edge of the rail and secured to said tie abutting member in advance of said jaw.
7 A rail anchor comprising a jaw member and a spring member secured thereto which together embrace the base flange of a rail; the spring member being formed to extend diagonally across the rail base and the jaw member being adapted to be rocked during the creeping action of the rail wherethe rail is increased. v v
8. A rail anchor comprising a jaw member having a jaw member for engaging with one edge of the base flange of a rail and a spring element secured to said jaw member and formed with means for engaging the opposite edge of said rail base; said jaw member being formed with a tie abutting portion positioned with'relation to the jaw whereby the creeping action of the rail toward the tie rocks the said jaw toward the tie and increases the grip of the device on the rail.
9. A rail anchor comprising having a jaw the base flange of a rail and a spring element secured to said jaw member extending diagonally across the rail base and formed with means for engaging thereof; said jaw member being formed with a tie abutting portion positioned with relation to the jaw whereby the creeping action of the rail toward the jaw toward the tie and increases the the device on the rail.
10. A rail anchor comprising rail base engaging jaw members for engaging opposite edges of the base flange of av rail and a a jaw member grip of for engaging with one edge of I the opposite edge tie rocks the said tie abutting element positioned intermediate said jaws and adapted to be rocked during the creeping action of the rail to increase the grip of the device on the rail. I
11. A rail anchor comprising rail base engaging jaw members for engaging opposite edges of the base flange of a rail and a tie abutting element positioned intermediate said jaws and adapted to be rocked on a vertical axis during the creeping action of the rail to increase the grip of the device on the rail.
12. A rail anchor comprising rail tie engaging jaw members for engaging opposite edges of the base flange of a rail and a curved tie abutting element positioned intermediate said jaws at a point adjacent one of said jaws and adapted to be rocked on a vertical axis during the creeping action of the rail to increase the rail.
13. A rail anchor comprising in combination a spring member bent intermediate its ends and adapted to extend diagonally across the rail base to engage the edge thereof, and a tie abutting element seate against the bent portion of said spring. and to be rocked by the creeping pressure to increase the grip of the device on the rail.
14. A rail anchor comprising in combination, a casting and a spring member secured the grip of the device on V adapted together and adapted to engage the opposite edges of a rail base with spring pressure; said casting being formed with a curved tie abutting portion and adapted to be rocked on a vertical axis during the creeping action of the rail to increase the grip of the device on the rail base.
15. A rail anchor comprising in combination, a casting formed with a rail base engaging jaw, a tie abutting portion to the rear of said jaw and formed with a bore terminating in a curved recess at the forward end of the casting and a spring metal element bent to seat in said curved recess, having one end secured in said bore, and provided at the other end with a hook portion adapted to engage one edge of the rail base.
LAURENCE J. BERKELEY.
US321881A 1919-09-05 1919-09-05 Rail-anchor Expired - Lifetime US1356690A (en)

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