US114433A - Improvement in rail-joints - Google Patents

Improvement in rail-joints Download PDF

Info

Publication number
US114433A
US114433A US114433DA US114433A US 114433 A US114433 A US 114433A US 114433D A US114433D A US 114433DA US 114433 A US114433 A US 114433A
Authority
US
United States
Prior art keywords
rail
rails
improvement
plates
joints
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.)
Expired - Lifetime
Application number
Publication date
Application granted granted Critical
Publication of US114433A publication Critical patent/US114433A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B11/00Rail joints
    • E01B11/02Dismountable rail joints
    • E01B11/36Fastening means for fishplates

Definitions

  • Figure 3 is also a vertical transverse section, showing a modification in the construction of the plates of the splice.
  • This invention relates to couplings or joints for j oining or splicing together rails of railroads;
  • the plates A of the joint which should be shaped to nicelyfit to the rails to which they are applied, are reduced in widthateach end so as to make these parts about square in' cross-section.
  • the end A is bent inward at right angles to the plate, and must be of suflioient length to eittend through the rail and the plate on the opposite side far enough to receive a key, a, for clamping the plates firmly to the rails.
  • each plate a hole, a, is formed at such point as to admit the end A of the opposite plate on joining or splicing two rails together.
  • the plates of the joint may be constructed with a short flange or shoe, to embrace the foot of the rail, as shown in fig. 3.
  • the portions of the ends A parallel to the rail should be somewhat longer than the'holes through which they are passed, so that they cannot become disengaged without swinging the plates around at right angles to the rail.
  • the plates A constructed with a'hole, a.', in each, and reduced ends A and A bent substantially as shown and described.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Escalators And Moving Walkways (AREA)

Description

WILLiAM F. GBASSLER. Improvement in Rail-Joints.
Patented May 2,1871.
aura sets WILLIAM F. GRASSLER, OF' MUNOY, PENNSYLVANIA.
Letters Patent No. 114,433, dated May 2, 1871.
IMPROVEMENT IN RAlL-JOLNTS.
The Schedule referred to in these Letter s Patent and making nart of the same.
To all whom it'may concern Be it known that I, WILLIAM F. Gnassnne, of Muncy, in the county of Lycoming and State of Pennsylvauia, have invented a certain Improvement in Rail-Couplings for Railroads and I do hereby declare that the following is a full, clear, and exact description thereof, reference being bad to the annexed drawing making part of this specification, in which- Figure l is a horizontal section of my improved coupling or joint Figure 2 is a vertical transverse section.
Figure 3 is also a vertical transverse section, showing a modification in the construction of the plates of the splice.
The same letters are used in all the figures in the designation of identical-parts.
This invention relates to couplings or joints for j oining or splicing together rails of railroads; and
My improvement consists in the construction of the plates of the joint, and In their combination with the rails, as will be more specifically pointed out in the following detailed description and claim.
To enable those skilled in the art to make and use my invention, I will proceed to describe its construction and operation.
The plates A of the joint, which should be shaped to nicelyfit to the rails to which they are applied, are reduced in widthateach end so as to make these parts about square in' cross-section.
The end A is bent inward at right angles to the plate, and must be of suflioient length to eittend through the rail and the plate on the opposite side far enough to receive a key, a, for clamping the plates firmly to the rails.
The end. A is also bent inward at right angles to the plate for a distance, topass through the web of the rail; it is then bent again to extend parallel with the rail, as clearly shown in 1 of the drawing.
In each plate a hole, a, is formed at such point as to admit the end A of the opposite plate on joining or splicing two rails together.
I Where the ends of the plates pass, through the respective. rails, holes are formed in the latter which should be somewhat elongated, to permit the movement of the rails endwise under changes of temperature.
Where the ends of the rails do not rest on a crosstie, the plates of the joint may be constructed with a short flange or shoe, to embrace the foot of the rail, as shown in fig. 3. g
In splicing rails with this coupling the end A of one of the plates is passed through the holes of one of the rails furthest from the end, and is then swung around to pass the other end through the hole of the adjacent rail nearest the end.
In applying the other plate upon the opposite side of the rails in a similar manner, the endsA, passing through the rails and opposite plate, are secured by the keys, which will clamp the plates firmly to the rails.
The portions of the ends A parallel to the rail should be somewhat longer than the'holes through which they are passed, so that they cannot become disengaged without swinging the plates around at right angles to the rail.
. In a coupling or joint constructed as hereinbefore described the use of bolts.- and nuts is entirely dispensed with, which feature is of great importance, not
only because a considerable saving in the first outlay for the construction of a road will result from it, but also in that it will save a great deal of labor and expense in keeping the road in repair afterward What I claim as my invention, and desire to secure by Letters Patent, is-
The plates A, constructed with a'hole, a.', in each, and reduced ends A and A bent substantially as shown and described.
US114433D Improvement in rail-joints Expired - Lifetime US114433A (en)

Publications (1)

Publication Number Publication Date
US114433A true US114433A (en) 1871-05-02

Family

ID=2183895

Family Applications (1)

Application Number Title Priority Date Filing Date
US114433D Expired - Lifetime US114433A (en) Improvement in rail-joints

Country Status (1)

Country Link
US (1) US114433A (en)

Similar Documents

Publication Publication Date Title
US114433A (en) Improvement in rail-joints
US100693A (en) Improvement in rail wat-rail splice
US651895A (en) Railway-rail joint.
US166243A (en) Improvement in railway-rail joints
US359175A (en) August h
US1026088A (en) Rail-joint.
US148431A (en) Improvement in railway-rail joints
US985688A (en) Rail joint and fastener.
US565801A (en) Territory
US452939A (en) Railroad-rail joint
US688901A (en) Rail chair and joint.
US114409A (en) Improvement in railway-frogs and rail-couplings
US848455A (en) Railroad-rail joint.
US825007A (en) Rail-joint.
US328927A (en) Rail friction-clamp
US137819A (en) Improvement in railroad-rail joints
US217394A (en) Improvement in rail-joints
US228347A (en) Angle-splice for railway-joints
US425468A (en) Key-bolt and washer for railway-joints
US1066408A (en) Splice-bar and tie-plate.
US38612A (en) Improvement in railroad-chairs
US87460A (en) b a y l e y
US436572A (en) James j
US1030842A (en) Rail-joint.
US992159A (en) Railway-rail joint.