US1028828A - Railroad-tie. - Google Patents

Railroad-tie. Download PDF

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Publication number
US1028828A
US1028828A US68513112A US1912685131A US1028828A US 1028828 A US1028828 A US 1028828A US 68513112 A US68513112 A US 68513112A US 1912685131 A US1912685131 A US 1912685131A US 1028828 A US1028828 A US 1028828A
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United States
Prior art keywords
tie
plates
railroad
rail
bar
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Expired - Lifetime
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US68513112A
Inventor
william g Paul
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.)
MICHAEL J BOWLER
AUGUST J SCHARIO
Original Assignee
AUGUST J SCHARIO
MICHAEL J BOWLER
Priority date (The priority date 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 date listed.)
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Application filed by AUGUST J SCHARIO, MICHAEL J BOWLER filed Critical AUGUST J SCHARIO
Priority to US68513112A priority Critical patent/US1028828A/en
Application granted granted Critical
Publication of US1028828A publication Critical patent/US1028828A/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
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/32Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement

Definitions

  • the invention relates to cross ties for railroad tracks, and particularly that class of railroad ties composed of a concrete or cementitious body with metallic rail plates and reinforcing bars; and the object of the invention is to provide a cushion block between the metallic rail plate and the concrete body of the tie with means for releasably securing the cushion block in place; together with other features of construction pertaining to the metallic reinforcement of the tie.
  • Figure 1 is a side elevation of the improved tie; Fig. 2, a longitudinal section of the same; Fig. 3, a perspective view of the improved tie; Fig. 4, a detached perspective view showing details of the tie plate and its connection with the channel bar; and Fig. 5, a cross section of the tie on lines 5 5, Figs. l and 2.
  • the body 1 of the tie is made of concrete or other cementitious material in which is longitudinally embedded the channel bar 2 having the end plates 3 clamped on its ends by means of the axial bolt 4.
  • the rail plates 5 are provided with the bifurcated ⁇ extensions 6, which bifurcated extensions are preferably continuations of the side portions of the plate formed by cutting away or slotting the middle portion thereof.
  • the bifurcated extensions 6 are curved downward and inward under the rail plate proper, and are also twisted upon themselves on opposite sides of the axial bolt, so that their free ends will fit flatwise against the flanges of the channel bar, to which they are anchored as by the bolts or rivets 7
  • the depending flange 8 is preferably provided on the inner ends of the 'rail plates, in which flanges are engaged the longitudinal I, WILLIAM G. PAUL, a
  • the rail plates 5 are spaced above the upper surface of the concrete body of the tie, thus leaving an intervening space for the insertion of the cushion blocks 14, which are preferably made of wood, and, when inserted, are clamped in position by a tightening of the screws to which the anchor rods are swiveled, while a loosening of these screws permits the cushion blocks to be readily removed as for renewal.
  • Suitable brace posts and bolt apertures are provided on and in the rail plates for securing the rail and braces (not shown) thereto, but these devices form no part of the present invention and are not described in detail, for it is evident that any suitable means can be employed for engaging or securing the rails on the tie plate without affecting the character or scope of the present invention.
  • a railroad tie composed of a cementitious body, a longitudinal channel bar kembedded therein, plates on the ends of the channel bar, an axial bolt clamping these parts together, rail plates spaced above the body, cushion blocks between the rail plates and the body, the outer ends of the rail plates being bifurcated and curved and twisted downward and inward on opposite sides of the bolt and anchored to the flanges of the channel bar, and adjustable rods connecting the inner ends of the plates with the f channel bar.
  • a railroad tie composed of a cementitious body, a longitudinal bar embedded therein, plates on the ends of the bars, an axial bolt clamping these parts together, rail yplates spaced above the body, cushion blocks between the rail plates and the body, the outer ends of the rail plates being bifurcated and curved downward and inward on opposite sides of the bolt and anchored to the embedded bar, and adjustable rods connecting the inner ends of the plates with the embedded bar.
  • a railroad tie composed of a cementitious body, a longitudinal bar embedded therein, rail plates spaced above the body,
  • the body the outer ends of the rail plates being bifurcated and curved downward and inward and anchored to the embedded bar, and adjustable rods connecting t-he inner ends of the plates with the embedded bar.
  • a railroad tie Composed of a cementitious body, rail plates spaced above the body, cushion blocks between the rail 'plates and the body, the outer ends of the rail plates being Curved downward and inward and anchored in the body, and rods ann ehored in the body adjustably connected with the inner ends ofthe plates.k
  • a railroad tie composed of a Cement-itious body, a longitudinal channel bar embedded therein, plates on the ends of the channel bar and a longitudinal bolt Clamping these parts together.

Description

uNTTn sTATns PATENT onnicn.
WILLIAM G. PAUL, 0F NAVARRE, OHIO, ASSIGNOR OF ONE-HALF TO MICHAEL J.
BOWLER AND AUGUST J.
SCHARIO, BOTH OF CANTON, OHIO.
RAILROAD-TIE.
Specification of Letters Patent.
Patented June 4,1912.
To all whom 11i/mcy comme:
Be it known that citizenof the United States, residing at Navarre, in the county of Stark and State of Ohio, have invented certain new and useful Improvements in Railroad-Ties, of which the following is a specification.
The invention relates to cross ties for railroad tracks, and particularly that class of railroad ties composed of a concrete or cementitious body with metallic rail plates and reinforcing bars; and the object of the invention is to provide a cushion block between the metallic rail plate and the concrete body of the tie with means for releasably securing the cushion block in place; together with other features of construction pertaining to the metallic reinforcement of the tie.
The objects of th invention, thus set forth in general terms, and other ancillary advantages, are attained by the construction and arrangement illustrated in the accompanying drawing, forming part hereof, in which Figure 1 is a side elevation of the improved tie; Fig. 2, a longitudinal section of the same; Fig. 3, a perspective view of the improved tie; Fig. 4, a detached perspective view showing details of the tie plate and its connection with the channel bar; and Fig. 5, a cross section of the tie on lines 5 5, Figs. l and 2.
Similar numerals refer to similar parts throughout the drawing.
The body 1 of the tie is made of concrete or other cementitious material in which is longitudinally embedded the channel bar 2 having the end plates 3 clamped on its ends by means of the axial bolt 4. The rail plates 5 are provided with the bifurcated` extensions 6, which bifurcated extensions are preferably continuations of the side portions of the plate formed by cutting away or slotting the middle portion thereof. The bifurcated extensions 6 are curved downward and inward under the rail plate proper, and are also twisted upon themselves on opposite sides of the axial bolt, so that their free ends will fit flatwise against the flanges of the channel bar, to which they are anchored as by the bolts or rivets 7 The depending flange 8 is preferably provided on the inner ends of the 'rail plates, in which flanges are engaged the longitudinal I, WILLIAM G. PAUL, a
screws 9 on which are swiveled the anchor rods 10, preferably one at each side of each plate, which anchor rods incline inward and downward and have their inner ends secured to the channel bar as by the bolts or rivets 1l.
The rail plates 5 are spaced above the upper surface of the concrete body of the tie, thus leaving an intervening space for the insertion of the cushion blocks 14, which are preferably made of wood, and, when inserted, are clamped in position by a tightening of the screws to which the anchor rods are swiveled, while a loosening of these screws permits the cushion blocks to be readily removed as for renewal.
Suitable brace posts and bolt apertures are provided on and in the rail plates for securing the rail and braces (not shown) thereto, but these devices form no part of the present invention and are not described in detail, for it is evident that any suitable means can be employed for engaging or securing the rails on the tie plate without affecting the character or scope of the present invention.
I claim:
1. A railroad tie composed of a cementitious body, a longitudinal channel bar kembedded therein, plates on the ends of the channel bar, an axial bolt clamping these parts together, rail plates spaced above the body, cushion blocks between the rail plates and the body, the outer ends of the rail plates being bifurcated and curved and twisted downward and inward on opposite sides of the bolt and anchored to the flanges of the channel bar, and adjustable rods connecting the inner ends of the plates with the f channel bar.
2. A railroad tie composed of a cementitious body, a longitudinal bar embedded therein, plates on the ends of the bars, an axial bolt clamping these parts together, rail yplates spaced above the body, cushion blocks between the rail plates and the body, the outer ends of the rail plates being bifurcated and curved downward and inward on opposite sides of the bolt and anchored to the embedded bar, and adjustable rods connecting the inner ends of the plates with the embedded bar.
3. A railroad tie composed of a cementitious body, a longitudinal bar embedded therein, rail plates spaced above the body,
the body, the outer ends of the rail plates being bifurcated and curved downward and inward and anchored to the embedded bar, and adjustable rods connecting t-he inner ends of the plates with the embedded bar. v
4:. A railroad tie Composed of a cementitious body, rail plates spaced above the body, cushion blocks between the rail 'plates and the body, the outer ends of the rail plates being Curved downward and inward and anchored in the body, and rods ann ehored in the body adjustably connected with the inner ends ofthe plates.k
5. A railroad tie composed of a Cement-itious body, a longitudinal channel bar embedded therein, plates on the ends of the channel bar and a longitudinal bolt Clamping these parts together.
WILLIAM G. PAUL.
Witnesses:
RAY F. KOHL, CHAs. M. BALL.
Copies of this patent may be obtained for ve cents each, by addressing the Commissioner of Patents,
Washington, D. C.
US68513112A 1912-03-20 1912-03-20 Railroad-tie. Expired - Lifetime US1028828A (en)

Priority Applications (1)

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US68513112A US1028828A (en) 1912-03-20 1912-03-20 Railroad-tie.

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US68513112A US1028828A (en) 1912-03-20 1912-03-20 Railroad-tie.

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US1028828A true US1028828A (en) 1912-06-04

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4416419A (en) * 1978-08-31 1983-11-22 Ietatsu Ohno Railway bed

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4416419A (en) * 1978-08-31 1983-11-22 Ietatsu Ohno Railway bed

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