US685672A - Rail-joint. - Google Patents

Rail-joint. Download PDF

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Publication number
US685672A
US685672A US5356999A US1899053569A US685672A US 685672 A US685672 A US 685672A US 5356999 A US5356999 A US 5356999A US 1899053569 A US1899053569 A US 1899053569A US 685672 A US685672 A US 685672A
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United States
Prior art keywords
joint
rail
rails
plate
ties
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Expired - Lifetime
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US5356999A
Inventor
Franz Burger
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HENRY M WILLIAMS
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HENRY M WILLIAMS
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Application filed by HENRY M WILLIAMS filed Critical HENRY M WILLIAMS
Priority to US5356999A priority Critical patent/US685672A/en
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Publication of US685672A publication Critical patent/US685672A/en
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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

  • This invention relates to certain new and useful improvements in rail-joints; and ithas for its object to provide a simple and exceedingly efficient joint and one which may be easily manufactured and capable of firmly securing and holding the abutting ends of two rails in perfect alinement.
  • the invention consists in a rail-joint characterized by the features of construction and arrangement hereinafter pointed out.
  • Figure 1 is a side elevation of a railjoint embodying the invention, the joint be- 2'5'ing shown applied to the abutting ends of two rails.
  • Fig. 2 is a transverse sectional view on the line w a: of Fig. 1
  • Fig. 3 is an inverted plan view of the joint, parts being in section.
  • a B designate the ends of two abutting rails, which extend over and meet between two adjacent ties O O
  • D represents the rail-joint applied to the ends of the rails A B.
  • the joint D comprises two angular members or sections 2 3, arranged upon opposite sides of therails, respectively, and secured thereto and to each other.
  • Each of the sections comprises a vertical portion 2 and an inclined portion 3, the said vertical portion being adapted to engage the under face of the head of the rail, while the inclined portion 8 is adapted to engage the upper face of the railbase.
  • a base portion or plate E Extending beneath the bases of the rails A B and serving as a bearing therefor is a base portion or plate E, which rests upon adjacent cross-ties at its opposite ends.
  • the base-plate Upon its under face the base-plate is provided with one or more longitudinal ribs 5, adapted to be received in transverse recesses in the cross-tie to prevent accidental lateral shifting of the base plate and the consequent spreading of the rails. These ribs likewise serve to impart additional strength and rigidity to the base-plate.
  • the base-plate E is integral with the angle-bar 2, as shown in Fig. 2, and forms a continuation of the inclined portion 3 thereof.
  • the plate E is provided at its longitudinal edge with one or more projecting tongues 6, which are adapted to enter slots or openings 7 in a depending portion 8 of the angle-bar 3, the said portion extending vertically downward between the eross-ties O O.
  • the base-plate is provided with recesses 9, into which are received spikes 10, which serve to hold the plate E firmly upon the cross-ties and against longitudinal creeping.
  • angle-bars 2 3 are placed upon opposite sides of two abutting rails.
  • Bolts 14 are then passed through coinciding holes in the verticalportions of the angle-bars and the webs of the rails and tightened. This has the effect of drawing the vertical and inclined portions of the angle-bars into firm contact with the under face of the head of the rails and with the upper face of the rail-bases, respectively, and at the same time the tongues of the base-plate are projected through the slots of the depending portion of the anglebar.
  • bars is provided with a depending slotted portion
  • a base-plate beneath the rails adapted to extend from one cross-tie to another and to rest upon the same, said plate being secured at one edge to one angle-bar and provided at its other edge, intermediate adjacent cross-ties, with tongues adapted to engage the slots of said depending portion, said plate being also provided upon its lower face with longitudinallyextending ribs to embed in the cross-ties, and with recesses in its edges to receive spikes driven into the ties and means for securing the angle-bars names to this specification in the presence of 15 two subscribing witnesses.

Description

Paten ted Oct. 29, l90l. F. BURGER 81. M; WILLIAMS.
RAIL JOINT.
(Application filed Nov. 16, 1899. Renewed Mar. 99, 1901.)
2 Sheets-Sheet L (No Model.
No. 685,672. v Patented Oct. 29, l90l.
BURGER G. H. M. WILLIAMS.
RAIL JOINT.
(Application filed I 2 Sheets-Sheet 2.
(No Model.)
"wunema NITE 'ATENT FFICE.
FRANZ BURGER AND HENRY M. l/VILLIAMS, OF FORT WAYNE, INDIANA; SAID BURGER ASSIGNOR OF ONE-HALF OF HIS RIGHT TO SAID YVILLIAMS.
RAIL-JOINT.
SEEGIFICATIQN forming part of Letters Patent N 0. 685,672, dated October 29, 1901.
Application filed November 16, 1899. Renewed March 29, 1901. Serial No. 53,569. (No model.)
To ctZZ whom it may concern:
Be it known that we, FRANZ BURGER and HENRY M. WILLIAMS, citizens of the United States, residing at Fort Wayne, in the county of Allen and State of Indiana, have invented certain new and useful Improvements in Rail-Joints, of which the following is a specification.
This invention relates to certain new and useful improvements in rail-joints; and ithas for its object to provide a simple and exceedingly efficient joint and one which may be easily manufactured and capable of firmly securing and holding the abutting ends of two rails in perfect alinement. With this object in view the invention consists in a rail-joint characterized by the features of construction and arrangement hereinafter pointed out.
In the accompanying drawings, forming a part of this specification, and in which like characters of reference designate correspon ding parts, Figure 1 is a side elevation of a railjoint embodying the invention, the joint be- 2'5'ing shown applied to the abutting ends of two rails. Fig. 2 is a transverse sectional view on the line w a: of Fig. 1, and Fig. 3 is an inverted plan view of the joint, parts being in section.
Referring more particularly to the drawings, A B designate the ends of two abutting rails, which extend over and meet between two adjacent ties O O, and D represents the rail-joint applied to the ends of the rails A B. The joint D comprises two angular members or sections 2 3, arranged upon opposite sides of therails, respectively, and secured thereto and to each other. Each of the sections comprises a vertical portion 2 and an inclined portion 3, the said vertical portion being adapted to engage the under face of the head of the rail, while the inclined portion 8 is adapted to engage the upper face of the railbase.
Extending beneath the bases of the rails A B and serving as a bearing therefor is a base portion or plate E, which rests upon adjacent cross-ties at its opposite ends. Upon its under face the base-plate is provided with one or more longitudinal ribs 5, adapted to be received in transverse recesses in the cross-tie to prevent accidental lateral shifting of the base plate and the consequent spreading of the rails. These ribs likewise serve to impart additional strength and rigidity to the base-plate. The base-plate E is integral with the angle-bar 2, as shown in Fig. 2, and forms a continuation of the inclined portion 3 thereof. The plate E is provided at its longitudinal edge with one or more projecting tongues 6, which are adapted to enter slots or openings 7 in a depending portion 8 of the angle-bar 3, the said portion extending vertically downward between the eross-ties O O. In its opposite edges, near its ends, the base-plate is provided with recesses 9, into which are received spikes 10, which serve to hold the plate E firmly upon the cross-ties and against longitudinal creeping.
In practice the angle-bars 2 3 are placed upon opposite sides of two abutting rails. Bolts 14 are then passed through coinciding holes in the verticalportions of the angle-bars and the webs of the rails and tightened. This has the effect of drawing the vertical and inclined portions of the angle-bars into firm contact with the under face of the head of the rails and with the upper face of the rail-bases, respectively, and at the same time the tongues of the base-plate are projected through the slots of the depending portion of the anglebar.
From the foregoing description it will be apparent that a simple, cheap, and efficient rail-joint may be constructed out of a com paratively small amount of metal and without the necessity of employing special tools or machinery in rolling the parts. It will be obvious, too, that the joint is an extremely stiff and rigid one, and consequently the bending of the rails at their meeting ends is impossible. I
Without limiting ourselves to the exact construction of the parts shown and described, 7
The combination with the rails, 'of a railjoint applied thereto comprisingangle-barsarranged upon opposite sides of the rails, one
of which bars is provided with a depending slotted portion, a base-plate beneath the rails adapted to extend from one cross-tie to another and to rest upon the same, said plate being secured at one edge to one angle-bar and provided at its other edge, intermediate adjacent cross-ties, with tongues adapted to engage the slots of said depending portion, said plate being also provided upon its lower face with longitudinallyextending ribs to embed in the cross-ties, and with recesses in its edges to receive spikes driven into the ties and means for securing the angle-bars names to this specification in the presence of 15 two subscribing witnesses.
FRANZ BURGER. HENRY M. WILLIAMS.
Witnesses:
GEO. D. CRANE, H. A. DININS.
US5356999A 1899-11-16 1899-11-16 Rail-joint. Expired - Lifetime US685672A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US5356999A US685672A (en) 1899-11-16 1899-11-16 Rail-joint.

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Application Number Priority Date Filing Date Title
US5356999A US685672A (en) 1899-11-16 1899-11-16 Rail-joint.

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060248234A1 (en) * 2005-04-27 2006-11-02 Level 5 Networks, Inc. Packet validation in virtual network interface architecture

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060248234A1 (en) * 2005-04-27 2006-11-02 Level 5 Networks, Inc. Packet validation in virtual network interface architecture

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