US995386A - Metal railway-tie. - Google Patents

Metal railway-tie. Download PDF

Info

Publication number
US995386A
US995386A US56560610A US1910565606A US995386A US 995386 A US995386 A US 995386A US 56560610 A US56560610 A US 56560610A US 1910565606 A US1910565606 A US 1910565606A US 995386 A US995386 A US 995386A
Authority
US
United States
Prior art keywords
tie
sections
metal
rail
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
US56560610A
Inventor
John W Stephenson
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.)
National Malleable Castings Co
Original Assignee
National Malleable Castings Co
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 National Malleable Castings Co filed Critical National Malleable Castings Co
Priority to US56560610A priority Critical patent/US995386A/en
Application granted granted Critical
Publication of US995386A publication Critical patent/US995386A/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
    • E01B3/28Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/36Composite sleepers

Definitions

  • My invention has relation to metal ties for railways; and is designed to provide a tie which is formed in sections capable of vertical movement relatively to each other under the movement of trains, thereby giving the tie an element o-f resiliency which is very desirable and which has been lacking in metal ties as heretofore constructed.
  • My invention also provides means of novel character for securing the rails to the tie and for their adjustment to proper gage. It also provides means of novel character for connecting the tie sections.
  • the numerals 2 and 3 designate two metal tie sections, which are placed end to end to make up the complete tie, and which are connected at their inner ends by a through-bolt 4.
  • One of the sections, in the present instance, the section 3, is provided at its inner end with the flange extensions 5 which fit within the end portions of the section 2, and through which the bolt 4 extends.
  • the section 2 is preferably raised at its inner end as shown at 2a, and the inner end portion of the section 3 extends under- Speccation of Letters Patent.
  • Each tie section preferably, although not necessarily, consists of an integral casting, of malleable iron or steel, and comprises atop portion, which may be cored out as indicated at 6 for lightness; a depending relatively shallow flange 7 at each edge, and a Zig-Zag depending web 8. This web, together with the edge flanges, are preferably of decreasing depth toward the ends of the tie, as best seen in Fig. 2.
  • the edge flanges 7 preferably extend the full depth of the tie, as shown in 721. 9 designate the track rails, which may be secured to the tie sections in any suitable or desired manner.
  • each tie section is provided at each side of its rail-seating portion with a raised lug or projection l0 having an undercut inner face 10, which also extends obliquely in a transverse direction so as to form a wedging face, the two faces 10 atopposite sides of the rail being substantially parallel.
  • a brace 11 Seated between each of these projections 10 and the rail is a brace 11, which is preferably litted to the base and head of the rail and seats upwardly underneath the rail head in supporting engagement therewith.
  • each brace is beveled, as shown at 12 in Fig. 3, and is also of wedge form transversely so as to correspond with the wedge form of said face.
  • the two braces for each rail are inserted from opposite sides of the tie, and are driven so as to have a secure gripping action upon the rail. They are then secured by bolts 13 passing therethrough, and also through. an end bearing 14 on the lug or projection 10, the two bolts being inserted from opposite sides of the tie. It will be readily seen that by proper adjustment of the two braces, a considerable variation in the gage of the rails may be obtained, thus enabling the rails to be initially set to proper gage, and also enabling them to be subsequently adjusted, to take up any wear which may occur.
  • the bolts 13 serve to secure the braces against working loose after they have been once driven to their seats, and also provide means whereby subsequent wear may be readily taken up.
  • each section is capable of an independent, vertical movement under passing trains, thereby giving an element of resiliency to the tie, which is very desirable.
  • the Zig-zag web S provides means wher-e-Y by the tie may be securely tamped to the road-bed and held against the movement either endwise or in the direction of the track rails.
  • tie instead of forming the tie in two sections, it may be formed in three sections, as described and claimed in another copending application Serial No. 565,609.
  • Vhat I do claim is l.
  • a metal railway tie comprising a top portion and a Zig-zag web depending from the top portion, said web being of decreasing depth from the center toward the end of the tie; substantially as described.
  • a metal railway tie comprising a top portion, relatively shallow side flanges, and a depending Zig-Zag web, said flanges and web being of decreasing depth from the Copies of this patent may be obtained for center toward the ends of the tie; substantially as described.
  • a metal railway tie formed in sections placed end to end, each section comprising a top portion and a depending zig- Zag web, said web being of decreasing depth from the center toward the ends of the tie; substantially as described.
  • a metal railway tie formed in sections capable of Vertical movement relatively to each other, each of said sections having va rail-seating surface in substantially the horizontal plane of the upper surface of the tie, said rail-.seating portions having at each side thereof an upwardly extending lug or projection which has an undercut face, and which is also tapered or inclined in a longitudinal direction, and rail braces seated andf secured between each of said lugs or projections and each side of each rail, said braces having al wedging engagement with said lugs or projections, and longitudinally extending locking devices engaging the braces and also the lugs or projections of the tie, and locking the braces in pla-ce; vsubstantially as described.
  • a railway tie formed in sect-ions placed end to end, and a pin or bolt connecting said sections, and the sections also having an interlocking engagement with each other to prevent separation of the sections in the direction of their length; substantially as described.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Description

J. W, STBPHBNSON.'
METAL RAILWAY TIB.
APPLICATION FILED JUNE 7, 1910.
995,386., Patented Jun@13,1911;
2 SHEETS-SHEET l.
WlTNESES walkway( MMM@ . INVENTOR 1n: nanars PETERS co, wAsmNcraN, v. c.
J. W. STEPHBNSON. METAL RAILWAYTIE. APPLICATION FILED .TUNE 7,1910.
Patented June 13, 191-1,
2 SHEETS-SHEET 2.
sssssssssssssssssss wAsHmn-TQN. n.
- minivan-ron K mmsm @mgwn cmm/b kann@ i. FIQE.
JOHN YV. STEPHENSON, OF TOLEDO, OHIO, ASSIGNOR T0 THE NATIONAL MALLEABLE CASTINGS COMPANY, OF CLEVELAND, OHIO, A CORPORATION OF OHIO.
METAL RAILWAY-TIE.
To all whom i may concern:
Be it known that I, JOHN IV. STErI-rnivsor, resident of Toledo, Lucas county, Ohio, have invented a new and useful Impro-vement in Metal Railway-Ties, of which the following is a full, clear, and exact description, reference being had to the accompanying drawings, forming part of this specification, in which- Figure l is a plan view, partly broken away, showing one form of my invention, and also illustrating one manner of securing the track rails thereto; Fig. 2 is a side view with the rails in section; Fig. 3 is a section on the line III-III of Fig. 1; and Figs. 4- and 5 are respectively plan and side views of a portion of the tie and showing a modification.
My invention has relation to metal ties for railways; and is designed to provide a tie which is formed in sections capable of vertical movement relatively to each other under the movement of trains, thereby giving the tie an element o-f resiliency which is very desirable and which has been lacking in metal ties as heretofore constructed.
My invention also provides means of novel character for securing the rails to the tie and for their adjustment to proper gage. It also provides means of novel character for connecting the tie sections.
The nature of my invention will be best understood by reference to the accompanying drawings, which will now be described, it being premised, however, that various changes may be made in the details of construction and arrangement of the parts, without departing from the spirit and scope of my invention as defined in the claims.
Referring first to that form of my invention shown in Figs. l, 2 and 3, the numerals 2 and 3 designate two metal tie sections, which are placed end to end to make up the complete tie, and which are connected at their inner ends by a through-bolt 4. One of the sections, in the present instance, the section 3, is provided at its inner end with the flange extensions 5 which fit within the end portions of the section 2, and through which the bolt 4 extends. In order to bring the bolt 4 as high up as possible, and thus obtain a better leverage action for the tie sections, the section 2 is preferably raised at its inner end as shown at 2a, and the inner end portion of the section 3 extends under- Speccation of Letters Patent.
Application filed June 7, 1910.
Patented June 13, 1911.
Serial No. 565,606.
neath this raised portion. Each tie section preferably, although not necessarily, consists of an integral casting, of malleable iron or steel, and comprises atop portion, which may be cored out as indicated at 6 for lightness; a depending relatively shallow flange 7 at each edge, and a Zig-Zag depending web 8. This web, together with the edge flanges, are preferably of decreasing depth toward the ends of the tie, as best seen in Fig. 2. At the inner end portions of the tie sections the edge flanges 7 preferably extend the full depth of the tie, as shown in 721. 9 designate the track rails, which may be secured to the tie sections in any suitable or desired manner. In order, however, to obviate t-he necessity of so forming the tie sections as to give exactly the right gage between the rails, I preferably provide an adjustable fastening. In the form shown, each tie section is provided at each side of its rail-seating portion with a raised lug or projection l0 having an undercut inner face 10, which also extends obliquely in a transverse direction so as to form a wedging face, the two faces 10 atopposite sides of the rail being substantially parallel. Seated between each of these projections 10 and the rail is a brace 11, which is preferably litted to the base and head of the rail and seats upwardly underneath the rail head in supporting engagement therewith. The lower out-er end of each brace is beveled, as shown at 12 in Fig. 3, and is also of wedge form transversely so as to correspond with the wedge form of said face. The two braces for each rail are inserted from opposite sides of the tie, and are driven so as to have a secure gripping action upon the rail. They are then secured by bolts 13 passing therethrough, and also through. an end bearing 14 on the lug or projection 10, the two bolts being inserted from opposite sides of the tie. It will be readily seen that by proper adjustment of the two braces, a considerable variation in the gage of the rails may be obtained, thus enabling the rails to be initially set to proper gage, and also enabling them to be subsequently adjusted, to take up any wear which may occur. The bolts 13 serve to secure the braces against working loose after they have been once driven to their seats, and also provide means whereby subsequent wear may be readily taken up.
In the modification shown in Figs. 4 and 5, in addition to the connecting bolt 4a, which corresponds to the bolt 4, I provide tli'e tie sections at their inner ends with the interlocking lugs or projections l5 and 16. The purpose ot' these projections is to hold the tie sections against endwise movement in case the bolt la should work loose and out.
By forming the ties in sections, I not only facilitate their manufacture; but such sections being connected in a manner such as described, each section is capable of an independent, vertical movement under passing trains, thereby giving an element of resiliency to the tie, which is very desirable.
The Zig-zag web S provides means wher-e-Y by the tie may be securely tamped to the road-bed and held against the movement either endwise or in the direction of the track rails.
I do not claim broadly herein a. metal tie made in two or more sections, nor broadly a tie having a zig-zag depending web of the character herein shown and described, since these features are broadly claimed vin my copending application Serial No. 565,605 of even date herewith.
Instead of forming the tie in two sections, it may be formed in three sections, as described and claimed in another copending application Serial No. 565,609.
Vhat I do claim is l. A metal railway tie comprising a top portion and a Zig-zag web depending from the top portion, said web being of decreasing depth from the center toward the end of the tie; substantially as described.
2. A metal railway tie comprising a top portion, relatively shallow side flanges, and a depending Zig-Zag web, said flanges and web being of decreasing depth from the Copies of this patent may be obtained for center toward the ends of the tie; substantially as described.
8. A metal railway tie formed in sections placed end to end, each section comprising a top portion and a depending zig- Zag web, said web being of decreasing depth from the center toward the ends of the tie; substantially as described.
4t. A metal railway tie formed in sections capable of Vertical movement relatively to each other, each of said sections having va rail-seating surface in substantially the horizontal plane of the upper surface of the tie, said rail-.seating portions having at each side thereof an upwardly extending lug or projection which has an undercut face, and which is also tapered or inclined in a longitudinal direction, and rail braces seated andf secured between each of said lugs or projections and each side of each rail, said braces having al wedging engagement with said lugs or projections, and longitudinally extending locking devices engaging the braces and also the lugs or projections of the tie, and locking the braces in pla-ce; vsubstantially as described.
5. A railway tie formed in sect-ions placed end to end, and a pin or bolt connecting said sections, and the sections also having an interlocking engagement with each other to prevent separation of the sections in the direction of their length; substantially as described.
In testimony whereof, I have hereunto set my hand.
JOHN W. STEPHENSON.
Vitnesses:
JOHN J. MANNING, MARK KUEHN.
five cents each, by addressing the Commissioner of Patents, Washington, D. C.
US56560610A 1910-06-07 1910-06-07 Metal railway-tie. Expired - Lifetime US995386A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US56560610A US995386A (en) 1910-06-07 1910-06-07 Metal railway-tie.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US56560610A US995386A (en) 1910-06-07 1910-06-07 Metal railway-tie.

Publications (1)

Publication Number Publication Date
US995386A true US995386A (en) 1911-06-13

Family

ID=3063718

Family Applications (1)

Application Number Title Priority Date Filing Date
US56560610A Expired - Lifetime US995386A (en) 1910-06-07 1910-06-07 Metal railway-tie.

Country Status (1)

Country Link
US (1) US995386A (en)

Similar Documents

Publication Publication Date Title
US995386A (en) Metal railway-tie.
US578882A (en) Railway-rail joint
US853254A (en) Adjustable guard-rail chock.
US995385A (en) Metal railway-tie.
US995195A (en) Metallic railway-tie and rail-fastening.
US898709A (en) Railroad-tie.
US419101A (en) Railroad-tie
US756962A (en) Railroad joint and chair.
US871493A (en) Railway-track structure.
US458657A (en) Construction of railway-tracks
US527682A (en) Steel combination railroad-tie
US808116A (en) Railway.
US565998A (en) Railway-frog
US464054A (en) Jacob c
US35879A (en) lombaeet
US943206A (en) Rail-chair.
US923370A (en) Metal railway-tie and rail-fastening means.
US1231039A (en) Railway-rail.
US265538A (en) Railroad
US423929A (en) Railroad-tie
US868865A (en) Railroad-tie.
US871065A (en) Metallic railway-tie.
US1231427A (en) Metallic railroad-tie.
US354147A (en) johnson
US132451A (en) Improvement in railroad rails