US956014A - Rail-joint. - Google Patents

Rail-joint. Download PDF

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US956014A
US956014A US51681609A US1909516816A US956014A US 956014 A US956014 A US 956014A US 51681609 A US51681609 A US 51681609A US 1909516816 A US1909516816 A US 1909516816A US 956014 A US956014 A US 956014A
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rail
rails
joint
mortise
tenon
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US51681609A
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Charles F Wolf
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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
    • E01B11/02Dismountable rail joints
    • E01B11/20Dismountable rail joints with gap-bridging
    • E01B11/22Dismountable rail joints with gap-bridging by parts of the rails
    • E01B11/26Dismountable rail joints with gap-bridging by parts of the rails with interlocking rail ends

Definitions

  • the present invention comprehends certain new and useful improvements in rail joints, and the invention has for its object a particularly efficient device of this char acter which is arranged to obviate the jumping of the rails at the joint and to hold the same rigidly in place without the use of the customary fish plates or bolts that have been found so objectionable in practice.
  • A. further object of the invention is a rail joint that is composed of comparatively few parts capable of being expeditiously assembled, and that embodies to a marked degree the characteristics of simplicity, durability and strength.
  • Figure 1 is a side elevation illustrating the application of my improved rail joint
  • Fig. 2 is a horizontal section on the line 2-2 of Fig. 1
  • Fig. 3 is a transverse section on the line 3-3 of Fig. 1
  • Fig. 4 is a detail perspective view showing the meeting ends of the rails in juxtaposition.
  • the numerals 1 and 2 designate the respective rails, the meeting ends of which preferably rest on a relatively broad support such as a plurality of cross ties 3 laid side by side, whereby to render the joint quite solid.
  • the meeting ends of the heads 4 and base flanges 5 of the rails form butt joints, as indicated at (i and 7, the said joints being located at longitudinally spaced points, as shown.
  • the base flange of the rail 1 projects longitudinally beyond the head thereof, see Fig. 4 and the web portion of this rail is extended a suitable distance beyond the base flange, as indicated at 8, and is formed with a mortise 9 leading from the extremity thereof and passing vertically therethrough.
  • the mortise is designed for the reception of a relatively narrow tenon 10 formed at the adjacent end of the web portion of the rail 2, the extended web portion 8 lying on opposite sides of the tenon and fitting snugly between the head and base flange of the last named rail.
  • a scarf joint is thus formed between the ends. of the rails to effectually maintain the same in alinement against lateral strain.
  • the end wall of the mortise 9 is inclined from a point at the upper edge of the extended web portion 8 in substantially vertical alinement with the butt joint 7, and extends obliquely downwardly from the end of the rail to a point beyond the vertical line of the butt joint 6, as indicated at 11.
  • the extremity of the tenon 10 is tapered downwardly flush with its lower edge, as shown at 12, in order to fit under the inclined end wall of the mortise (see Fig. 4.).
  • the rails are fastened to the ties 3 through the instruinentality of spikes 13 embedded therein and taking over the base flanges 5, the spikes being driven through notches let formed in the edges of the base flanges, whereby to serve in addition to the above function, to hold the rails against moving apart longitudinally.
  • connecting bars 15 are utilized and extend longitiulinally on top of the base flanges and span the joint 6 there between, the connecting bars being formed at their opposite ends with apertures 16 through which the adjacent spikes 13 are inserted.
  • the spikes 13 which are driven on opposite sides of the rail 2 in proximity to the extremity of the extended web 8, are provided with enlarged heads 17 which bear inwardly against the portions of the extended web on opposite sides of the tenon, so as to serve to maintain said portions against ossible spreading when subjected to excessive lateral strain.
  • a rail joint the combination of a rail having its base projecting longitudinally beyond the end of the head and having its web extended beyond the end of the base, the extended web being formed with a vertical mortise leading from the extremity thereof and having an inclined under-cut end wall, of a second rail having its head projecting longitudinally beyond the end of the base, the heads and bases of the rails forming butt joints at. longitudinally spaced points, and a longitudinal tenon formed at the end of the web of the second rail and having an inclined upper sides of the tenon,whereby to maintain the 7 portions of the extended web against spreading under lateral strain.
  • a rail joint In a rail joint, the combination of a rail formed with a longitudinal mortise leading from the end thereof, a second rail provided at its end with a longitudinal tenon entering the mortise, the base flanges of'the rails being notched in proximity to the meeting ends thereof, connecting bars extending along the base flanges and spanning the joint and formed with openings registering with the respective notches,-and fastening devices for securing the rails to the support, the fastening devices being driven through the registering openings and notches, whereby to hold the rails against separation.

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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

G. F. WOLF.
RAIL JOINT.
AYPLIOATION IILBD BBPT. a, 1909.
Patented Apr. 26, 1910.
CHARLES F. WOLF, OF SOUTHWICK, IDAHO.
RAIL-JOINT.
Specification of Letters Patent.
Application filed September 9, 1909.
Patented Apr. 26, 1910.
Serial No. 516,816.
To all whom it may concern:
Be it known that I, CHARLES F. TOLF, citizen of the United States, residing at Southwick, in the county of Nez Perce and State of Idaho, have invented certain new and useful Improvements in Rail-J oints, of which the following is a specification.
The present invention comprehends certain new and useful improvements in rail joints, and the invention has for its object a particularly efficient device of this char acter which is arranged to obviate the jumping of the rails at the joint and to hold the same rigidly in place without the use of the customary fish plates or bolts that have been found so objectionable in practice.
A. further object of the invention is a rail joint that is composed of comparatively few parts capable of being expeditiously assembled, and that embodies to a marked degree the characteristics of simplicity, durability and strength.
With these and other objects in view that will more fully appear as the description proceeds, the invent-ion consists in certain constructions and arrangements of the parts that I shall hereinafter fully describe and then point out the novel features of in the appended claims.
For a full understanding of the invention and the merits thereof and also to acquire a knowledge of the details of construction, reference is to be had to the following description and accompanying drawing, in which:
Figure 1 is a side elevation illustrating the application of my improved rail joint; Fig. 2 is a horizontal section on the line 2-2 of Fig. 1; Fig. 3 is a transverse section on the line 3-3 of Fig. 1; and, Fig. 4 is a detail perspective view showing the meeting ends of the rails in juxtaposition.
Corresponding and like parts are referred to in the following description and indicated in all the views of the drawing by the same reference characters.
Referring to the drawings, the numerals 1 and 2 designate the respective rails, the meeting ends of which preferably rest on a relatively broad support such as a plurality of cross ties 3 laid side by side, whereby to render the joint quite solid. The meeting ends of the heads 4 and base flanges 5 of the rails form butt joints, as indicated at (i and 7, the said joints being located at longitudinally spaced points, as shown. The base flange of the rail 1 projects longitudinally beyond the head thereof, see Fig. 4 and the web portion of this rail is extended a suitable distance beyond the base flange, as indicated at 8, and is formed with a mortise 9 leading from the extremity thereof and passing vertically therethrough. The mortise is designed for the reception of a relatively narrow tenon 10 formed at the adjacent end of the web portion of the rail 2, the extended web portion 8 lying on opposite sides of the tenon and fitting snugly between the head and base flange of the last named rail. A scarf joint is thus formed between the ends. of the rails to effectually maintain the same in alinement against lateral strain.
The end wall of the mortise 9 is inclined from a point at the upper edge of the extended web portion 8 in substantially vertical alinement with the butt joint 7, and extends obliquely downwardly from the end of the rail to a point beyond the vertical line of the butt joint 6, as indicated at 11. The extremity of the tenon 10 is tapered downwardly flush with its lower edge, as shown at 12, in order to fit under the inclined end wall of the mortise (see Fig. 4.). By virtue of this arrangement a double scarf joint is formed between the rail ends to insure against relative upward movement thereof.
The rails are fastened to the ties 3 through the instruinentality of spikes 13 embedded therein and taking over the base flanges 5, the spikes being driven through notches let formed in the edges of the base flanges, whereby to serve in addition to the above function, to hold the rails against moving apart longitudinally. As a precautionary measure to further secure the rails together, connecting bars 15 are utilized and extend longitiulinally on top of the base flanges and span the joint 6 there between, the connecting bars being formed at their opposite ends with apertures 16 through which the adjacent spikes 13 are inserted. The spikes 13 which are driven on opposite sides of the rail 2 in proximity to the extremity of the extended web 8, are provided with enlarged heads 17 which bear inwardly against the portions of the extended web on opposite sides of the tenon, so as to serve to maintain said portions against ossible spreading when subjected to excessive lateral strain.
When the joint is employed on a grade or at other places where the rails have a considerable tendency to pull apart, a bolt 18 is inserted through the extended web portion 8 and the tenon 10 to retain the latter in the mortise and establish a further connection between the rails. However, it is not believed that it will be necessary in the general application of the joint.
From the foregoing description in connection with the accompanying drawing it will be apparent that I have provided an improved rail joint which maintains the rails rigidly in alinement through the medium of a peculiar double scarf joint between the ends of the rails; in which the fastening de vices for securing the rails to the ties serve a dual function of holding the rails against moving apart longitudinally; and which is quite simple and eflicient and may be easily and cheaply manufactured.
Having thus described the invention what is claimed as new is:
1. In a rail joint, the combination of a rail having its base projecting longitudinally beyond the end of the head and having its web extended beyond the end of the base, the extended web being formed with a vertical mortise leading from the extremity thereof and having an inclined under-cut end wall, of a second rail having its head projecting longitudinally beyond the end of the base, the heads and bases of the rails forming butt joints at. longitudinally spaced points, and a longitudinal tenon formed at the end of the web of the second rail and having an inclined upper sides of the tenon,whereby to maintain the 7 portions of the extended web against spreading under lateral strain.
3. The combination of a rail formed with a longitudinal mortise leading from the end thereof, a second rail provided at one end with a longitudinal tenon entering the mortise, a'support for the meeting ends of the rails, the base flanges of the rails being notched in proximity to the meeting ends thereof, and spikes embedded in the support and taking over the base flanges of the rails to secure the latter to the former, the spikes being driven through the notches, whereby to hold the rails. against separation.
4:- In a rail joint, the combination of a rail formed with a longitudinal mortise leading from the end thereof, a second rail provided at its end with a longitudinal tenon entering the mortise, the base flanges of'the rails being notched in proximity to the meeting ends thereof, connecting bars extending along the base flanges and spanning the joint and formed with openings registering with the respective notches,-and fastening devices for securing the rails to the support, the fastening devices being driven through the registering openings and notches, whereby to hold the rails against separation.
In testimony whereof I afiix my signature in presence of two witnesses.-
CHARLES F. WOLF. [11 s] IVitnesses JULIUS STEINER, AROHIE HOEHN.
US51681609A 1909-09-09 1909-09-09 Rail-joint. Expired - Lifetime US956014A (en)

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