[go: up one dir, main page]

US811855A - Railroad. - Google Patents

Railroad. Download PDF

Info

Publication number
US811855A
US811855A US24958305A US1905249583A US811855A US 811855 A US811855 A US 811855A US 24958305 A US24958305 A US 24958305A US 1905249583 A US1905249583 A US 1905249583A US 811855 A US811855 A US 811855A
Authority
US
United States
Prior art keywords
sleeper
rail
railroad
seat
web
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
US24958305A
Inventor
George A Le Fevre
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.)
Individual
Original Assignee
Individual
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.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US24958305A priority Critical patent/US811855A/en
Application granted granted Critical
Publication of US811855A publication Critical patent/US811855A/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
    • 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

  • GEORGE A LE FEVRE, OF ORANGEBURG, NEWV YORK.
  • My invention relates to improvements in railways; and the object of my invention is to produce a railroad applicable for ordinary surface railways, for street-railways, or for overhead or underground structures.
  • My invention provides, therefore, for a railroad which is all metallic, which is far cheaper and simpler than most forms of railroads, and which has all the metallic parts of the road bound together in a way to make a homogeneous and secure structure. Furthermore, the arrangement brings the metal of the rail in a vertical line below the tread, thus insuring great steadiness and stability.
  • Figure 1 is a cross-section ⁇ of a railroad, showing my improvements, the cross-tie or sleeper being partly in elevation.
  • Fig. 2 is a broken side elevation of the railroad, showing the rail in side elevation and the sleeper in end elevation.
  • Fig. 3 is a cross-section through one rail and shows a slight modification in the form thereof.
  • Figs. 4 and 5 are cross-sectional views showing modifications of the cross-tie as applied to the rail, and
  • Fig. 6 is a detail cross-section showing another modification of the tie or sleeper which is adapted especially for street-railway construction.
  • the cross-tie or sleeper 10 ⁇ can be made of a plain 'flat bar of iron, or the iron may be of channel-iron, as shown," or it can be of any approved cross section, and it is bent down to form U-shaped seats l1 at points below the track-rails 12, which rails have the usual form. of head, although this may be varied to suit different conditions.
  • the rail 12 instead of having a base-flange the rail 12 has a deep web 12a, which fits in the seat 11. It will be seen that this brings a good deal of metal between the tread-surface of the rail and its bottom, that the rail has the ordinary chance for longitudinal expansion, and that it is held against lateral movement.
  • angle-braces 13 may be used, which can be bolted to the rail-Web and also to the top of the sleeper 10. With most metallic structures it is difficult to apply a guard-rail; but a guard-rail 14 of angle-iron can very easily be secured to the sleeper 10 so as to run parallel with the rail 12, as shown clearly in Fig. 1
  • Fig. 3 I have shown the rail 12 thickened a little at the bottom, as at 12b, to stiffen the rail, and where this is used with the form of sleeper shown in the same figure .
  • the metal shims 15 can be used to fill in the space between the Web 12a and the sides of the seat 11.
  • Figs. 4 and 5I have shown the form of rail described above, but instead of having it rest in a bent seat I get the same effect by having the parts 10a of the sleeper separate, but with flanges 11, which fit against the web 12EL and to which they can bc securely bolted.
  • the flange 11a extends both above and below the body portion of the sleeper 10a, whereas in Fig. 5 the flange extends only belowthe sleeper, and the braces 13 are used above, as already described.
  • Fig. 6 the structure is substantially as in Figs. 1 and 5, except that the parts of the sleeper are offset, as at 11b, so as to form shoulders on which the head of the rail 12 can rest and also form a space 16 for the flange of a car-wheel.
  • the road-bed would be illed up to the body of the sleeper7 so that the seats 11 or 11a, as the case may be, together with the lower portion of the web 12Et of each rail7 would be held firmly in the road bed.
  • the seats and the web serve to anchor the whole railroad construction, so as to prevent any lateral displacement, and it will be observed that spreading of the rails is absolutely prevented.
  • the sleeper is constructed so as to be relatively flat7 and the depending seat 11 or lla serves as a flange or Wing to prevent side motion.
  • a railroad comprising rails made plain sns and without flanges between the head and bottom port-ions, and a relatively flat sleeper having depending seats to receive the rails, the said seats forming transverse wings or langes of substantially the width of the fiat part of the sleeper which extend below the general level of the sleeper.
  • the combination of the langeless rail and the relatively flat sleeper having a seat therein to receive the rail, the seat being formed by bending down the sleeper, thus making a transverse wing of substantially the width of the lat part of the sleeper eX- tending well below the general bottom portion of the sleeper.
  • a railroad comprising a cross-sleeper having depending seats, rails without basel'langes, the said rails having their webs held in the seats of the sleeper7 and an angle guard-rail secured to the sleeper.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)

Description

EATENTED PEB. 6, 1906.
G. A. LE FEVER.
RAILROAD.
APPLIoATxoN FILED MAR.11.1905.
WITNESSES:
ATTORNEY.-
GEORGE A. LE FEVRE, OF ORANGEBURG, NEWV YORK.
RAILROAD..
Specification of Letters Patent.
Patented Feb. 6, 1906.
Application filed March Il, 1905i Serial No. 249.583.
T0 all whom itam/ay] concern:
Be it known that I, GEORGE A. LE FEVEE, of Orangeburg, in the county of Rockland and State of New York have invented a new and Improved Railroad, of which the following is a full, clear, and exact description.
My invention relates to improvements in railways; and the object of my invention is to produce a railroad applicable for ordinary surface railways, for street-railways, or for overhead or underground structures.
In the construction of railways it is usual to produce the ordinary form of rail or essentially the ordinary form, in which a baseflange is used, and to attach this flange to some sort of a slee er or support. My invention dispenses wit a flange or flanges of this character, and I produce a rail having the usual or any preferred form of head and having a deep web without a flange, which seats itself in a suitable seat on the sleeper and so the seat of the sleeper and a portion of the web of the rail are embedded in the road-bed in such a way that it is impossible for the rails to spread. Furthermore, by carrying out my invention the parts can be readily rolled and securely held, the rail has the ordinary chance for longitudinal expansion, and can a convenient and cheap form of guard-rail be easily used in connection with it.
My invention provides, therefore, for a railroad which is all metallic, which is far cheaper and simpler than most forms of railroads, and which has all the metallic parts of the road bound together in a way to make a homogeneous and secure structure. Furthermore, the arrangement brings the metal of the rail in a vertical line below the tread, thus insuring great steadiness and stability.
To these ends my invention consists of certain features of construction and combinations of parts, which will be hereinafter described and claimed.
Reference is to be had to the accompanying drawings, forming a part of this specification, in which similar figures of reference indicate corresponding parts in all the views.
Figure 1 is a cross-section` of a railroad, showing my improvements, the cross-tie or sleeper being partly in elevation. Fig. 2 is a broken side elevation of the railroad, showing the rail in side elevation and the sleeper in end elevation. Fig. 3 is a cross-section through one rail and shows a slight modification in the form thereof. Figs. 4 and 5 are cross-sectional views showing modifications of the cross-tie as applied to the rail, and Fig. 6 is a detail cross-section showing another modification of the tie or sleeper which is adapted especially for street-railway construction.
The cross-tie or sleeper 10`can be made of a plain 'flat bar of iron, or the iron may be of channel-iron, as shown," or it can be of any approved cross section, and it is bent down to form U-shaped seats l1 at points below the track-rails 12, which rails have the usual form. of head, although this may be varied to suit different conditions. Instead of having a base-flange the rail 12 has a deep web 12a, which fits in the seat 11. It will be seen that this brings a good deal of metal between the tread-surface of the rail and its bottom, that the rail has the ordinary chance for longitudinal expansion, and that it is held against lateral movement. To still further provide against displacement, angle-braces 13 may be used, which can be bolted to the rail-Web and also to the top of the sleeper 10. With most metallic structures it is difficult to apply a guard-rail; but a guard-rail 14 of angle-iron can very easily be secured to the sleeper 10 so as to run parallel with the rail 12, as shown clearly in Fig. 1
In Fig. 3 I have shown the rail 12 thickened a little at the bottom, as at 12b, to stiffen the rail, and where this is used with the form of sleeper shown in the same figure .the metal shims 15 can be used to fill in the space between the Web 12a and the sides of the seat 11.
In Figs. 4 and 5I have shown the form of rail described above, but instead of having it rest in a bent seat I get the same effect by having the parts 10a of the sleeper separate, but with flanges 11, which fit against the web 12EL and to which they can bc securely bolted. In Fig. 41 the flange 11a extends both above and below the body portion of the sleeper 10a, whereas in Fig. 5 the flange extends only belowthe sleeper, and the braces 13 are used above, as already described.
In Fig. 6 the structure is substantially as in Figs. 1 and 5, except that the parts of the sleeper are offset, as at 11b, so as to form shoulders on which the head of the rail 12 can rest and also form a space 16 for the flange of a car-wheel.
In all forms of the device and in any other modifications which naturally suggest themselves it will be seen that the deep web of the rail is held in a seat of the sleeper and that in IOO IIO
ordinary railway practice the road-bed would be illed up to the body of the sleeper7 so that the seats 11 or 11a, as the case may be, together with the lower portion of the web 12Et of each rail7 would be held firmly in the road bed. In this way the seats and the web serve to anchor the whole railroad construction, so as to prevent any lateral displacement, and it will be observed that spreading of the rails is absolutely prevented. This is especially' true because the sleeper is constructed so as to be relatively flat7 and the depending seat 11 or lla serves as a flange or Wing to prevent side motion.
It will be understood that if the web of the rail is made to nicely fit the seat of the crosstie or sleeper the braces above the sleeper can be dispensed with; but where a strong rail is desired the braces either in the form shown at 13 or the prolongation of the parts 1lu are advisable.
Having thus fully described my invention,
I claim as new and desire to secure by Letters Patentl. A railroad comprising rails made plain sns and without flanges between the head and bottom port-ions, and a relatively flat sleeper having depending seats to receive the rails, the said seats forming transverse wings or langes of substantially the width of the fiat part of the sleeper which extend below the general level of the sleeper.
2. The combination of the langeless rail and the relatively flat sleeper having a seat therein to receive the rail, the seat being formed by bending down the sleeper, thus making a transverse wing of substantially the width of the lat part of the sleeper eX- tending well below the general bottom portion of the sleeper.
3. A railroad, comprising a cross-sleeper having depending seats, rails without basel'langes, the said rails having their webs held in the seats of the sleeper7 and an angle guard-rail secured to the sleeper.
GEORGE A. LE FEVRE.
Witnesses:
WARREN B. HUTcHINsoN, WILLIS A. BARNES.
US24958305A 1905-03-11 1905-03-11 Railroad. Expired - Lifetime US811855A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US24958305A US811855A (en) 1905-03-11 1905-03-11 Railroad.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US24958305A US811855A (en) 1905-03-11 1905-03-11 Railroad.

Publications (1)

Publication Number Publication Date
US811855A true US811855A (en) 1906-02-06

Family

ID=2880334

Family Applications (1)

Application Number Title Priority Date Filing Date
US24958305A Expired - Lifetime US811855A (en) 1905-03-11 1905-03-11 Railroad.

Country Status (1)

Country Link
US (1) US811855A (en)

Similar Documents

Publication Publication Date Title
US811855A (en) Railroad.
US590108A (en) Railroad-rail chair
US638827A (en) Rail and railway-curve.
US781988A (en) Roadway.
US797700A (en) Railroad construction.
US793449A (en) Railroad.
US943048A (en) Metal railway-tie.
US646825A (en) Combined guard-rail and frog-brace.
US386119A (en) Metallic railway-tie
US664042A (en) Metallic railway-tie.
US1126513A (en) Rail-chair.
US744285A (en) Metallic railway-tie.
US685553A (en) Railway sleeper and chair.
US499071A (en) Railway-tie
US781819A (en) Rail.
US895908A (en) Metallic railway-tie and rail-fastening.
US356002A (en) Railway cross-tie amd fastening
US218442A (en) Improvement in rail-supporting shoe-plates
US706788A (en) Metallic railway-tie.
US434420A (en) Charles a
US499139A (en) John murnane
US739539A (en) Railroad-track.
US423371A (en) Railway-rail
US898709A (en) Railroad-tie.
US739822A (en) Combined railway brace and tie-plate.