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US1343070A - Rail-joint - Google Patents

Rail-joint Download PDF

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Publication number
US1343070A
US1343070A US190870A US19087017A US1343070A US 1343070 A US1343070 A US 1343070A US 190870 A US190870 A US 190870A US 19087017 A US19087017 A US 19087017A US 1343070 A US1343070 A US 1343070A
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United States
Prior art keywords
flanges
curved
tie
tie plate
rail
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Expired - Lifetime
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US190870A
Inventor
Merle J Wightman
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
RAILWAY S ACCESSORIES Co
RAILWAY'S ACCESSORIES Co
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RAILWAY S ACCESSORIES Co
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Application filed by RAILWAY S ACCESSORIES Co filed Critical RAILWAY S ACCESSORIES Co
Priority to US190870A priority Critical patent/US1343070A/en
Application granted granted Critical
Publication of US1343070A publication Critical patent/US1343070A/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E01B11/00Rail joints
    • E01B11/56Special arrangements for supporting rail ends
    • E01B11/62Bridge chairs

Definitions

  • My invention relates to improvements in rail joints and more particularly it relates to improvements in "ail joints, one of which is described in United States Letters "Patent No. 1,183,260, granted to me on date oi May 16, 1916 and the object of my present invention (like that of the invention disclosed by said Patent do.
  • 1,183,260 is to provide a rail joint so constructed that the abutting ends of contiguous rails shall be sounited that there shall be no relative motion of said abutting ends, and that any waye action under the weight of a passing train shall be the same through the rail joint as it is throughout the lengths of said rails, and that the top su faces of the heads of said rails shall be maintained in alineinent as rigidly and iirinly as they would be ii-they were welded together; but, a further ob ect of my present invention is to provide a rail.
  • Figure 1 is a plan view of the abutting end portions of two rails joined by a rail joint embodying my invention
  • Fig. 2 is a view of the same in side elevation
  • Fig. 3 is a view or the same in vertical section on broken line 3, 3 of Fig. 1;
  • Fig. i is a perspective view oi an important detail of the same.
  • fish plates 7 and S is provided with an integral flange, as flanges 11 and 12 respectively, that projects outwardly from its bottom edge portion for a distance beyond the adjacent edges of the base portions of the rails 5 and 6, a portion of the under side surface of said flange being evenly seated on the top surfaces oi" said i ase portions of the rails 5 and 6, and the surface of the top edge portion of said fish plate being in engagement with the under side surfaces oi the heads oat said rails 5 and 6.
  • the flanges 11 and 12 of said tish plates are disposed in an arch-like relation to a supporting tie plate, of the form shown by perspective view in Fig. 1, the curved outer edges of said flanges 11 and 12 being disposed to engage with and to be supported by the upwardly diverging surfaces lei of the inner sides oi oppositely disposed curved flanges 15 and 16, respectively, which are integral with and project upwardly from two spaced horizontal portions 1'? of said supporting tie plate.
  • the abutting end portions of the rails 5 and 6 serve as the key member of an arch whose other members include the fish plates 7 and 8, their integral flanges 11 and 12, and the flanges 15 and 16 oi the supporting tie plate.
  • the supporting tie plate is disposed with its two spaced. horizontal portions 17 resting on the top surface of a railroad tie 18, which horizontal portions 17 are united by integral flanges 19 which extend downwardly preferably in diverging planes from the opposite edge portions thereof to engage with the upper corner edges of the opposite vertical. sides of said tie 18, as more clearly shown in Fig. 2.
  • the angular or inclined arrangement of the flanges 19 insures a snug engagement thereof with the railroad tie and provides an arrangement whereby the device wedgingly engages the tie to insure against sidewise movement of the device. This arrangement also enables the device to be firmly positioned on ties of differing widths as will be apparent.
  • the horizontal portions 17 are each provided with a recess, as recesses 20, through which a rail spike, like the rail spikes 21 and22, may be driven to extend downwardly into the railroad tie 18 until its head forcibly engages with the upper side of the edge portion of the adjacent one of the flanges 11 and 12 as inclicated more clearly in Fig. 8.
  • the spikes 21 and 22 by their engagement with the walls of the recesses 20, act conjointly with the flanges 19 of the tie plate to anchor said tie plate against sidewise movements on the railroad tie 18, while the curved surfaces 14; of the several flanges 15 and 16 by their confined engagement with the curved edges of the flanges l1 and 12,1'espectively, serve to anchor the fish plates '7 and 8 and the joined rails 5 and 6 against movements in lengthwise directions of said rails 5 and 6.
  • a rail joint of the class described which embodies a tie plate that includes two spaced and horizontally disposed flat portions that are integrally united by flanges which project downwardly from the side edge portions thereof, each of said flat portions being provided with a recess disposed in its inner edge portion and both of said inner edge portions having integral, curved flanges that project divergingly upward therefrom.
  • a rail joint of the class described which embodies a tie plate that includes two spaced and horizontally disposed flat portions that are integrally united by flanges which project downwardly from the side edge portions thereof, both of the inner edge portions of said flat portions hav ing integral, curved flanges that project divergingly upward therefrom. 7
  • a rail joint comprising, in combination with a supporting'tie having opposite flat vertical sides, a tie plate including a flat portion constituting a horizontal tie bearing surface, and dependent flanges integral with said flat portion and inclined outwardly from the vertical to produce angular engagements thereof with the flat vertical sides of the tie, said flanges projecting downwardly from the opposite side edges of said flat portion.
  • a rail joint comprising, in combina-' tion with a supporting tie having opposite flat vertical sides, a tie plate including a pair of spaced horizontal flat portions united by dependent flanges which project downwardly from the opposite side edges nally curved flanges that project upwardly therefrom.
  • a rail oint includ ng a tie plate havnally curved flanges that project divergingly upward therefrom.
  • a rail joint including a tie plate having a pair of spaced side flanges connected by an outwardly curved upwardly extending flange.
  • a rail joint including a tie plate having a pair of spaced side flanges connected by an outwardly curved and outwardly inclined upwardly extending flange.
  • a rail joint including a tie plate having a pair of spaced side flanges connected by an outwardly inclined upwardly extending flange.
  • a rail joint including a tie plate having a flat horizontal portion provided with downwardly projecting spaced side flanges, and spaced curved flanges projecting upwardly from said horizontal portion.
  • a rail joint including a tie plate having a flat horizontal portion provided with downwardly projecting side flanges, and spaced curved flanges projecting divergingly upward from said horizontal portion.
  • a rail joint including a tie plate having a flat horizontal portion provided with downwardly projecting side flanges, V and spaced flanges projecting divergingly upward from said horizontal portion.
  • a rail joint including a tie plate hav- 7 ing a flat horizontal portion provided with downwardly projecting and diverging side flanges, and spaced curved flanges project- 7 ing upwardly from said horizontal portion.
  • a rail joint including. a tie plate ha ing a pair of spaced oppositely longitudinally curved flanges that project divergingly upward therefrom, and apair of fish plates having bottom flanges with outwardly longitudinally curved edges engaging the inner faces of said curved diverging flanges.

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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

M. J. WIGHTMAN.
RAIL JOINT.
APPLICATION FILED SEPT- I2, 191?.
1,343,070. Patented June 8, 1920.
Merle J Mia/2102a:
354; y um/nu i I V MERLE J. WIGHTMAN, OF SEATTLE, WASHINGTON, ASSIGNOR, BY MESNE ASSIGN- MENTS, TO RAILWAYS ACCESEEORIES CGMPANY, OF SEATTLE, Vii-LSHINGTON, A
CGLZLPORATION OF "WASHINGTON.
BAIL-JOINT.
Application filed September 12, 1917.
To all whom it may concern:
Be it known that I, MERLE J. VVIGHTMAN, citizen of the United States, residing at Seattle, in the county of King and State of ivashin ton, have invented a certain new and USQIUl Improvement in Rail-Joints, of which the following is a specification.
My invention relates to improvements in rail joints and more particularly it relates to improvements in "ail joints, one of which is described in United States Letters "Patent No. 1,183,260, granted to me on date oi May 16, 1916 and the object of my present invention (like that of the invention disclosed by said Patent do. 1,183,260) is to provide a rail joint so constructed that the abutting ends of contiguous rails shall be sounited that there shall be no relative motion of said abutting ends, and that any waye action under the weight of a passing train shall be the same through the rail joint as it is throughout the lengths of said rails, and that the top su faces of the heads of said rails shall be maintained in alineinent as rigidly and iirinly as they would be ii-they were welded together; but, a further ob ect of my present invention is to provide a rail. joint which shall enibody parts so constructed and so associated with the tie upon which said rail joint is located that said parts and said tie shall conjointly act as an anchor or anti-creeper, to prevent the oined rails from creeping or moving in lengthwise directions in response to the travel oi heavily loaded trains on said rails.
l accomplish these objects by devices llustrated in the accompanying drawings, wherein Figure 1 is a plan view of the abutting end portions of two rails joined by a rail joint embodying my invention;
Fig. 2 is a view of the same in side elevation; I
Fig. 3 is a view or the same in vertical section on broken line 3, 3 of Fig. 1; and
Fig. iis a perspective view oi an important detail of the same.
Referring to the drawings, throughout which like reference numerals indicate like parts, the abutting end portions of two rails 5 and 6 are united by fish plates 7 and 8 which, in the usual manner, are fastened thereto by bolts 9 and 10.
As indicated in Figs. 1 and 3, each of the Specification of Letters Patent.
Patented June 8, 112241.,
Serial Ho. 190,870.
fish plates 7 and S is provided with an integral flange, as flanges 11 and 12 respectively, that projects outwardly from its bottom edge portion for a distance beyond the adjacent edges of the base portions of the rails 5 and 6, a portion of the under side surface of said flange being evenly seated on the top surfaces oi" said i ase portions of the rails 5 and 6, and the surface of the top edge portion of said fish plate being in engagement with the under side surfaces oi the heads oat said rails 5 and 6.
The outer edges of the flanges 11 and 12 throughout the distance letween their respective opposite ends are curved to form an arc of a true circle, as shown more clearly in Fig. l.
The abutting end portions of the rails 5 and 6 being securely united by the fish plates 7 and 8, the flanges 11 and 12 of said tish plates are disposed in an arch-like relation to a supporting tie plate, of the form shown by perspective view in Fig. 1, the curved outer edges of said flanges 11 and 12 being disposed to engage with and to be supported by the upwardly diverging surfaces lei of the inner sides oi oppositely disposed curved flanges 15 and 16, respectively, which are integral with and project upwardly from two spaced horizontal portions 1'? of said supporting tie plate.
As thus disposed, the abutting end portions of the rails 5 and 6 serve as the key member of an arch whose other members include the fish plates 7 and 8, their integral flanges 11 and 12, and the flanges 15 and 16 oi the supporting tie plate.
It is manifest that by reason of the bolts 9 and 10, and the curved edges of the flanges 11 and 12 disposed in engagement with the surfaces lei oi the curved flanges 15 and 16, the rails 23 and 6 cannot be moved in endwise directions with respect to the support ing tie plate.
The supporting tie plate is disposed with its two spaced. horizontal portions 17 resting on the top surface of a railroad tie 18, which horizontal portions 17 are united by integral flanges 19 which extend downwardly preferably in diverging planes from the opposite edge portions thereof to engage with the upper corner edges of the opposite vertical. sides of said tie 18, as more clearly shown in Fig. 2. The angular or inclined arrangement of the flanges 19 insures a snug engagement thereof with the railroad tie and provides an arrangement whereby the device wedgingly engages the tie to insure against sidewise movement of the device. This arrangement also enables the device to be firmly positioned on ties of differing widths as will be apparent.
' Between the two spaced flanges 15, and between the two spaced flanges 16 of the supporting tie plate, the horizontal portions 17 are each provided with a recess, as recesses 20, through which a rail spike, like the rail spikes 21 and22, may be driven to extend downwardly into the railroad tie 18 until its head forcibly engages with the upper side of the edge portion of the adjacent one of the flanges 11 and 12 as inclicated more clearly in Fig. 8.
Thus, the spikes 21 and 22, by their engagement with the walls of the recesses 20, act conjointly with the flanges 19 of the tie plate to anchor said tie plate against sidewise movements on the railroad tie 18, while the curved surfaces 14; of the several flanges 15 and 16 by their confined engagement with the curved edges of the flanges l1 and 12,1'espectively, serve to anchor the fish plates '7 and 8 and the joined rails 5 and 6 against movements in lengthwise directions of said rails 5 and 6.
Obviously, the dimensions, and to some extent, the forms andarrangement of parts of my rail joint, may be changed without departing from the spirit of my invention.
hat I claimis i 1. A rail joint of the class described which embodies a tie plate that includes two spaced and horizontally disposed flat portions that are integrally united by flanges which project downwardly from the side edge portions thereof, each of said flat portions being provided with a recess disposed in its inner edge portion and both of said inner edge portions having integral, curved flanges that project divergingly upward therefrom. V
2. A rail joint of the class described which embodies a tie plate that includes two spaced and horizontally disposed flat portions that are integrally united by flanges which project downwardly from the side edge portions thereof, both of the inner edge portions of said flat portions hav ing integral, curved flanges that project divergingly upward therefrom. 7
3. A rail joint comprising, in combination with a supporting'tie having opposite flat vertical sides, a tie plate including a flat portion constituting a horizontal tie bearing surface, and dependent flanges integral with said flat portion and inclined outwardly from the vertical to produce angular engagements thereof with the flat vertical sides of the tie, said flanges projecting downwardly from the opposite side edges of said flat portion.
a. A rail joint comprising, in combina-' tion with a supporting tie having opposite flat vertical sides, a tie plate including a pair of spaced horizontal flat portions united by dependent flanges which project downwardly from the opposite side edges nally curved flanges that project upwardly therefrom.
6. A rail oint includ ng a tie plate havnally curved flanges that project divergingly upward therefrom.
7. A rail joint including a tie plate having a pair of spaced side flanges connected by an outwardly curved upwardly extending flange.
8. A rail joint including a tie plate having a pair of spaced side flanges connected by an outwardly curved and outwardly inclined upwardly extending flange.
9. A rail joint including a tie plate having a pair of spaced side flanges connected by an outwardly inclined upwardly extending flange.
10. A rail joint including a tie plate hav ing a flat horizontal portion provided with downwardly projecting spaced side flanges, and spaced curved flanges projecting upwardly from said horizontal portion.'
11. A rail joint including a tie plate having a flat horizontal portion provided with downwardly projecting side flanges, and spaced curved flanges projecting divergingly upward from said horizontal portion.
12. A rail joint including a tie plate having a flat horizontal portion provided with downwardly projecting side flanges, V and spaced flanges projecting divergingly upward from said horizontal portion.
13. A rail joint including a tie plate hav- 7 ing a flat horizontal portion provided with downwardly projecting and diverging side flanges, and spaced curved flanges project- 7 ing upwardly from said horizontal portion.
14. A rail joint including. a tie plate ha ing a pair of spaced oppositely longitudinally curved flanges that project divergingly upward therefrom, and apair of fish plates having bottom flanges with outwardly longitudinally curved edges engaging the inner faces of said curved diverging flanges. I
In witness whereof I hereunto subscribe my7name this 10th day of Septemben'A. D. 191
MERLE J. WIGHTMAN.
ing a pair of spaced oppositely longitudi
US190870A 1917-09-12 1917-09-12 Rail-joint Expired - Lifetime US1343070A (en)

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