US1012058A - Railroad-tie. - Google Patents

Railroad-tie. Download PDF

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Publication number
US1012058A
US1012058A US64021711A US1911640217A US1012058A US 1012058 A US1012058 A US 1012058A US 64021711 A US64021711 A US 64021711A US 1911640217 A US1911640217 A US 1911640217A US 1012058 A US1012058 A US 1012058A
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Prior art keywords
tie
rail
trough
rails
railroad
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US64021711A
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James C Branham
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/16Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from steel

Definitions

  • My invention relates to a class of devices appertaining to railway tracks and for the purpose of holding the rails in place.
  • the object of my invention is to provide a railroad tie preferably of metal construction, and particularly to provide a tie which will not only hold the rails securely in place and prevent their spreading, but with supports so arranged that the weight upon the rail will cause the tie to be depressed in such manner as to hold the rail with an increasing grip upon it.
  • Figure l is a side elevation of my 'tie showing sections of the firstlsin place therein.
  • Fig. 2 is a plan view of the tie showing parts of rails over the same in dotted lines.
  • Fig. 3 is a cross-sectional view of the tie on the line A A of Fig. l.
  • Fig. 4L is a crosssectional view of the tie and the rail thereon on the line B B of Fig. 1.
  • the C is the tie troughhaving vertical sides 5 5.
  • the trough may be made of suitable length and width to form a proper base for lthe weight it is to carry.
  • I) are rails of T type.
  • the side 5 has a higher central part 6 which terminates at either end in lugs 7 7 extending longitudinally of the tie, and transversely over the rail flange in the iirst instance, and over the angle bar w securing the jointon the opposite side of the flange in the second instance, both being formed to coincide with the outlines of the flange and angle bar respectively and to per-lable position at a distance from the center of the trough .and nearer the side 5 than the side 5.
  • member 8 together form the seat of the rails.
  • the member 8 is shown extending the full length of the trough but it may be differently arranged.
  • the side 5 of the trough is formed of a suitable height and slightly less than the parts which form the rail seats just mentioned.
  • the rails are secured in place by holding devices 9 9, being bars of suitable length and height extending along the inner surface of the tie side 5 and beneath the rail seats.
  • the bars 9 9 are secured to the side 5 by means of bolts 10 extending through both.
  • These bars are also provided with integral lugs Ill-1l on their upper edges the lug l1 extending over the rail flange y and the lug l1 over the angle bar fw securing the rail joint on the opposite side over the iiange y both being formed to coincide with the outlines of the flange and angle bar respectively and to perfectly engage them when the rails are seated and in engagement with the lugs 7 7.
  • a railroad tie comprising a rectangular trough base having a rail seat composed of a side 5 of the trough and a vertical, integral member 8 of the same height eX- tending longitudinally within the trough between its center and the side 5, also an opposite side 5 slightly lower than the rail seat, and means to retain the rail in place when seated, substantially as described.
  • a railroad tie comprising a rectangular trough base having a rail seat composed of a side 5 of the trough and a vertical, integral member 8 of the same height extending longitudinally within the trough between its center and the side 5, an opposite side 5 slight-ly lower than the rail seat, means to retain the rails an equal distance apart, rail securing bars having integral lugs 11-11 formed to extend upward into engagement with the rail webs and means to secure said bars to the side 5 of the trough, substantially as described.

Description

J. G. BRANHAM.
RAILROAD TIE.
APPLICATION FILED JULY24,1911.
1,012,058. Patented 116111111911.
#VIZ/:asses v /m//zof m A Y my COLUMBIA PLANOGRAPH CO..wASH1NGTON. D. c.
JAMES C. BRANI-IAM, OF PORTLAND, OREGON.
RAILROAD-TIE.
Specication of Letters Patent.
Patented Dec. 19, 1911.
Application led July 24, 1911. Serial No. 640,217.
To all whom 'it may concern:
Be it known that I, JAuns C. BRANI-IAM, a citizen of the United States, residing at Portland, in the county of Multnomah and State of Oregon, have invented a new and useful Improvement in Railroad-Ties, of which the following is a specification, reference being had to the accompanying drawings.
My invention relates to a class of devices appertaining to railway tracks and for the purpose of holding the rails in place.
The object of my invention is to provide a railroad tie preferably of metal construction, and particularly to provide a tie which will not only hold the rails securely in place and prevent their spreading, but with supports so arranged that the weight upon the rail will cause the tie to be depressed in such manner as to hold the rail with an increasing grip upon it.
Owing to the constant scarcity of timber with which to make ties of the kind heretofore in use and the destructibility of wooden ties, thereby rendering the track unsafe, there is ever a greater necessity for a metallic tie which can be cheaply made and easily arranged in the roadbed. Also a tie which will be safe for travel over it when placed. This want I believe my device will successfully supply. I contend that in it I have attained these objects as well-as other advantages, by the construction, combination, and arrangement of parts illustrated in the accompanying drawings which form a part hereof.
Figure l is a side elevation of my 'tie showing sections of the vrailsin place therein. Fig. 2 is a plan view of the tie showing parts of rails over the same in dotted lines. Fig. 3 is a cross-sectional view of the tie on the line A A of Fig. l. Fig. 4L is a crosssectional view of the tie and the rail thereon on the line B B of Fig. 1.
Like numerals and letters refer to like parts in all views.
C is the tie troughhaving vertical sides 5 5. The trough may be made of suitable length and width to form a proper base for lthe weight it is to carry.
I) are rails of T type.
The side 5 has a higher central part 6 which terminates at either end in lugs 7 7 extending longitudinally of the tie, and transversely over the rail flange in the iirst instance, and over the angle bar w securing the jointon the opposite side of the flange in the second instance, both being formed to coincide with the outlines of the flange and angle bar respectively and to per-lable position at a distance from the center of the trough .and nearer the side 5 than the side 5. member 8 together form the seat of the rails. The member 8 is shown extending the full length of the trough but it may be differently arranged. The side 5 of the trough is formed of a suitable height and slightly less than the parts which form the rail seats just mentioned.
The rails are secured in place by holding devices 9 9, being bars of suitable length and height extending along the inner surface of the tie side 5 and beneath the rail seats. The bars 9 9 are secured to the side 5 by means of bolts 10 extending through both. These bars are also provided with integral lugs Ill-1l on their upper edges the lug l1 extending over the rail flange y and the lug l1 over the angle bar fw securing the rail joint on the opposite side over the iiange y both being formed to coincide with the outlines of the flange and angle bar respectively and to perfectly engage them when the rails are seated and in engagement with the lugs 7 7. It will now be seen that the tie trough being placed in t-he road bed, the rails are laid upon it over the seat made by the side 5 and member 8, the rails being adjusted to close engagement with the .lugs 7 7 of the tie side 5. The holding bars 9 9 are then secured i place by the bolts l0 and the lugs l1 1 engage the rails securely holding them in proper alinement. It will also be noted that when the rails are depressed by the weight of a train, the position of the member 8 at one side of the center of the rail trough causes this member and the side 5 to receive more weight and the side 5 is thereby pressed upwardly. This causes the lugs 7 7 and 11 ll to engage the rail flanges with increasing pressure and thus to hold the rail in stronger grip.
Different arrangements o r forms of the parts of this tie may be made to suit the convenience or taste of those manufacturing The ends of the side 5 and the them, without departing from the principles of my invention, as can be readily understood from the description herein. It will also be seen that my form of tie permits the packing of ballast therein if desired, and when so done the ends being open, permit the free passage of surface water.
Having thus completely described my invention I claim:
1. A railroad tie comprising a rectangular trough base having a rail seat composed of a side 5 of the trough and a vertical, integral member 8 of the same height eX- tending longitudinally within the trough between its center and the side 5, also an opposite side 5 slightly lower than the rail seat, and means to retain the rail in place when seated, substantially as described.
2. A railroad tie comprising a rectangular trough base having a rail seat composed of a side 5 of the trough and a vertical, integral member 8 of the same height extending longitudinally within the trough between its center and the side 5, an opposite side 5 slight-ly lower than the rail seat, means to retain the rails an equal distance apart, rail securing bars having integral lugs 11-11 formed to extend upward into engagement with the rail webs and means to secure said bars to the side 5 of the trough, substantially as described. v
Witness my hand hereto.
JAMES C. BRANHAM.
Witnesses JOHN R. TURNER, FRANK BoLLAM.
Copies of this patent may be obtained for ve cents each, by addressing' the Commissioner of Patents. Washington, D. C.
US64021711A 1911-07-24 1911-07-24 Railroad-tie. Expired - Lifetime US1012058A (en)

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