US288194A - Elevated railway - Google Patents

Elevated railway Download PDF

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US288194A
US288194A US288194DA US288194A US 288194 A US288194 A US 288194A US 288194D A US288194D A US 288194DA US 288194 A US288194 A US 288194A
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Prior art keywords
supports
braces
secured
track
sections
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61BRAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B13/00Other railway systems
    • B61B13/04Monorail systems

Definitions

  • WITNESSES 6 S w gm r M W6 A 1.0 7.”
  • V WITNESSES 6.
  • M/aXsw- M m ATTORNEY they may be driven as'pile supports.
  • FIG. 1 is a perspective view of a portion of the track and switch mechanism; Fig. 2, a section ofthe track and supports and a car adapted to run on a single rail; Fig. 3, a section ofthe track-support; and Fig. 4, a section on the line a a, Fig. 2.
  • the primary object ofmy invention is to provide a strong and cheap construction of a railway, and one that can be readily built in mountainous and swampy countries, as well as in open or level lands.
  • (3 represents posts or supports placed in the ground at suitable intervals. These supports may be placed on suitable concrete bases, or The girders A are secured to the supports in any braces D. These braces are placed in groups of four, and are made and secured as follows: The upper ends are cut away, so as to form shoulders and afford a seat for the girder to rest upon, as indicated in Fig. 2. Two braces are brought together at the top and on each side, and are held in placeby a band, G, which are secured in plates P, attached to the supports 0.
  • braces are placed centrally between the supports 0, and prevent any lateral movement of the girder, as well as assisting to resist vertical strain; It is intended that the girders shall break joint over the supports 0 and the rails break joint over the Application filed April 25 1853.
  • the rail here shown is a T-rail
  • I may use a flat rail of iron or wood, depending on'the length of the road and usage required, theholes being countersunk for the reception of the spikes or bolts.
  • the portion of the track shown in Fig. 1 is used as a switch, the sectionsbeing adapted to move away from each other, so as to avoid moving one section to a great distance from the other, in order that a car can be switched.
  • the supports 0 and braces D in this instance are placed on sills E.
  • the sills, where the sections come together, are placed on grooved guide-plates E, which are curved sufficiently to allow the inner sills to move back and forth.
  • the sections are secured to the supports about which they move by suitable knuckle-joints or pivots, or in any other suitable way for the purpose.
  • a horizontal bar is secured to the sills, and to which rods H H are pivoted at their inner ends, the outer ends of said rods, as shown at a a, being pivoted to alever, I, which is centrally pivoted at I) to a block or support,
  • the basesupports P are turned up at their outer edges, forming flanges 1), against which the supports orlateral braces O are placed and secured.
  • the inner edges have flanges p bolted to the posts 0.
  • the bands G are placed around the upper ends of the braces, and held in place by bolts 9.
  • a road constructed as described is adapted to receive a car, N, made in two sections, one on each side of the track, as shown in Fig. 2, the frame-pieces being made of one piece 'of angle-iron, extending outwardly from thetrack and secured to longitudinal beams R, the axle of the double-flanged wheel S being preferably journaled in stirrups or bearings secured to the under side of said beams.
  • a car, N made in two sections, one on each side of the track, as shown in Fig. 2
  • the frame-pieces being made of one piece 'of angle-iron, extending outwardly from thetrack and secured to longitudinal beams R, the axle of the double-flanged wheel S being preferably journaled in stirrups or bearings secured to the under side of said beams.
  • a system of supports for singlerail elevated railway consisting of the girders A, resting upon and breaking joint over the vertical supports 0, and diagonal braces D, the lower ends resting 011 base-pieces I, secured to said posts, the upper ends abutting against each other on each side centrally between the supports 0, and having shoulders to form a seat for the girders, andheld in place by bands G, as and for the purpose described.
  • a switch mechanism consisting in two sections of the track pivotally secured to the track-supporting posts, the posts, and intermediate braces resting upon sills E, said sections being adapted to move apart from each other, in the manner and for the purpose described.

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  • Engineering & Computer Science (AREA)
  • Transportation (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Description

2 SheetsSheet 1.
(No Medal.)
' E; S. WAT$ON.'
. ELEVATED RAILWAY. N0 28'8,194'. Patented Nov. 6. 1883'.
y INVENTOR.
WITNESSES: 6 S w gm r M W6 A 1.0 7." ZLm/SrmdL /5m V ATTORNEY (No Model.) 2 Sheets-Sheet 2.
E. S. WATSON.
- IELBVATED'RAILWAY. No. 288,194. Patented Nov. 6, 1883.
= In] a mum ""6 d4 INVENTOR.
V WITNESSES: 6. I 5. M/aXsw- M m ATTORNEY they may be driven as'pile supports.
' passes around them, and secured by a bolt, 5 The lower ends eXten d diagonally outward and braces, thus giving greater strength and sesu-itable way, and are further supported by UNITED STATES ELIJAH S. WATSON, OF WATEB'VALLEY, MISSISSIPPI.
ELEVATED srnorricn'rron forming To all whom it may concern.-
Beit known that I, ELLTAH S. Wacrson, a. citizen of the "United States, residing at VVater Valley, in the county of Yalabusha and State of Mississippi, have invented certain new and useful Improvements in Elevated Railways, of which the following is a specification, reference being had therein to the accompa nying drawings. i
My invention relates to improvements in single-rail elevated. railways; and it consists in certain details of construction and arrangement of the several parts, as will be hereinafter more fully set forth in the specification and pointed out in the accompanying drawings, in which Figure 1 is a perspective view of a portion of the track and switch mechanism; Fig. 2, a section ofthe track and supports and a car adapted to run on a single rail; Fig. 3, a section ofthe track-support; and Fig. 4, a section on the line a a, Fig. 2.
The primary object ofmy invention is to provide a strong and cheap construction of a railway, and one that can be readily built in mountainous and swampy countries, as well as in open or level lands.
Referring more particularly to the drawings, (3 represents posts or supports placed in the ground at suitable intervals. These supports may be placed on suitable concrete bases, or The girders A are secured to the supports in any braces D. These braces are placed in groups of four, and are made and secured as follows: The upper ends are cut away, so as to form shoulders and afford a seat for the girder to rest upon, as indicated in Fig. 2. Two braces are brought together at the top and on each side, and are held in placeby a band, G, which are secured in plates P, attached to the supports 0. These braces are placed centrally between the supports 0, and prevent any lateral movement of the girder, as well as assisting to resist vertical strain; It is intended that the girders shall break joint over the supports 0 and the rails break joint over the Application filed April 25 1853.
RAILWAY.
part of Letters Patent No. 288,194, dated November 6, 1883.
(No niodel.)
curity than if the joints of the rails and gird.- ers were broken over each other. j g
I Although the rail here shown is a T-rail, I may use a flat rail of iron or wood, depending on'the length of the road and usage required, theholes being countersunk for the reception of the spikes or bolts. The portion of the track shown in Fig. 1 is used as a switch, the sectionsbeing adapted to move away from each other, so as to avoid moving one section to a great distance from the other, in order that a car can be switched. The supports 0 and braces D in this instance are placed on sills E. The sills, where the sections come together, are placed on grooved guide-plates E, which are curved sufficiently to allow the inner sills to move back and forth. The sections are secured to the supports about which they move by suitable knuckle-joints or pivots, or in any other suitable way for the purpose. On each section a horizontal bar is secured to the sills, and to which rods H H are pivoted at their inner ends, the outer ends of said rods, as shown at a a, being pivoted to alever, I, which is centrally pivoted at I) to a block or support,
'L, f the pivotal points a being equidistant from when-used for switching the lever is pushed in or drawn out, which -operates' to draw in one section and push the other out an equal distance, thus causing the sections to move apart and afford room between them for the passage of a car to a branch track. The basesupports P are turned up at their outer edges, forming flanges 1), against which the supports orlateral braces O are placed and secured. The inner edges have flanges p bolted to the posts 0. The bands G are placed around the upper ends of the braces, and held in place by bolts 9. I
A road constructed as described is adapted to receive a car, N, made in two sections, one on each side of the track, as shown in Fig. 2, the frame-pieces being made of one piece 'of angle-iron, extending outwardly from thetrack and secured to longitudinal beams R, the axle of the double-flanged wheel S being preferably journaled in stirrups or bearings secured to the under side of said beams. Where deep ravines are metwith on the line of the road I can 7 run my car across on a wire or cable and meet the track on the opposite side, the car being light and readily moved.
Having thus described my invention, what I claim is f d 1. In a singletrack elevated railway upon which a car made in two sections is adapted to run, the combination, with the girders provided with rails'thereon, of a series of vertical supports and inclined braces, said braces being arranged in groups, two on each side of the girder and midway between the vertical supports, the lower ends resting upon basepieces 1?, secured to the Vertical supports, substantially in the manner and for the purpose described. p 2. A system of supports for singlerail elevated railway, consisting of the girders A, resting upon and breaking joint over the vertical supports 0, and diagonal braces D, the lower ends resting 011 base-pieces I, secured to said posts, the upper ends abutting against each other on each side centrally between the supports 0, and having shoulders to form a seat for the girders, andheld in place by bands G, as and for the purpose described.
3. In a single-track elevated railway, as described, a switch mechanism consisting in two sections of the track pivotally secured to the track-supporting posts, the posts, and intermediate braces resting upon sills E, said sections being adapted to move apart from each other, in the manner and for the purpose described. V
4.. In an elevated railway,"as described, and switch mechanism therefor, the combination,
with the pivoted sections, supported as described, of the lever I and rods H H, pivoted as described, wherebythe sections are adapted to be moved in opposite directions, substano
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2850243A (en) * 1955-11-23 1958-09-02 Road Machines Drayton Ltd Rail sections

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2850243A (en) * 1955-11-23 1958-09-02 Road Machines Drayton Ltd Rail sections

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