[go: up one dir, main page]

US1968929A - Rail tie and fastener - Google Patents

Rail tie and fastener Download PDF

Info

Publication number
US1968929A
US1968929A US608843A US60884332A US1968929A US 1968929 A US1968929 A US 1968929A US 608843 A US608843 A US 608843A US 60884332 A US60884332 A US 60884332A US 1968929 A US1968929 A US 1968929A
Authority
US
United States
Prior art keywords
rail
members
flanges
tie
ties
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
US608843A
Inventor
Judson A Cleveland
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 US608843A priority Critical patent/US1968929A/en
Application granted granted Critical
Publication of US1968929A publication Critical patent/US1968929A/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
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/02Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
    • E01B9/32Fastening on steel sleepers with clamp members

Definitions

  • Figure 1 is a plan view of one end portion of one of the cross ties and the rail fastening means
  • Figs. 2 and 3 are vertical sections on the respective lines 22 and 3-3 of Fig. 1.
  • Fig. 4 is a cross section of three ties illustrating the rail fasteners used with a rail joint.
  • Fig. 5 is a section on the line 55 of Fig. 4.
  • Fig. 6 is a sectional detail corresponding to Fig. 3 illustrating a modification.
  • the cross tie is of I-beam construction, being rolled from suitable metal, and having the upper and lower flanges 1 and 2, respectively, with an intervening web 3.
  • the upper flanges, as shown, are preferably narrower than the base flanges 2, and the rails 4 seat on the flanges 1.
  • rail fastening members 5 pass upwardly through slots 6 in the flanges l at the opposite sides of the web 3 of the tie, and have lower T-heads 7 bearing upwardly against said flanges. Said members 5 have notches 8 receiving the corresponding base flange of the rail, thereby holding the rail down on the tie and preventing the rail moving in the corresponding direction. The rail also holds the members 5 in place when the base flange of the rail is moved into the notches 8, as seen in Fig. 2.
  • a pair of rail fastening members 9 pass through slots 10 in the flanges 1 at the opposite sides of the web 3 of the tie and have heads 11 attheir upper ends to extend over the corresponding base flange of the rail.
  • the members 9 are elongated vertically and pass downwardly through slots 12 in the flanges 2 so as to extend below the tie, thereby entering the roadbed and preventing the tie from slipping out of position.
  • the present invention relates to railroad tracks
  • the members 9 and web 3 have slots 13 through which wedges 14 are driven, for forcing the pair of members 9 downwardly to clamp the rail on the tie.
  • a rail brace 15 is disposed at the outer side of the rail and has lower outstanding flanges 16 to seat on the corresponding base flange of the rail and the top of the tie.
  • the flanges 16 have slots or openings 17 to receive the members 9, and the heads 11 seat on said flanges 16 for clamping the brace 15 and rail down on the tie.
  • brace 15 has a depending stud 18 seated in a recess 19 in the tie to provide an abutment preventing the brace 15 from moving outwardly, so as to securely brace the rail against outward shifting or tilting movement.
  • the braces 15 are preferably used at the outside of the outer rail along the curves of the track, to resist the outward thrust against said rail.
  • the ties are first placed on the railroad, and after the members 5 are inserted upwardly through the slots or openings, the rails are seated on the ties and shifted to move the corresponding flanges into the notches 8.
  • the members 5 have lugs 5' to seat on the ties for supporting said members until the rail flange is slipped into the notches 8.
  • the braces 15 are then placed on the ties with the studs 18 in thesockets or recesses 19, and said braces may be swung into position, the studs 18 serving as pivots.
  • the members 9 When the openings 17 register with the slots or openings 10, the members 9 may then be inserted downwardly and the wedges 14 driven into place, thereby securely clamping the parts together.
  • the members 5 resist the movement of the rail in one direction while the braces 15 and members 9 resist the movement of the rail in the opposite direction on the tie.
  • Figs. 4 and 5 illustrate the fasteners used in connection with a rail joint comprising the fish plates 15 bolted to the opposite sides of the terminals of the rails.
  • Said flsh plates have outstanding portions 16 bearing on the ties and have (1100 the bent under portions 16 extending under the rail between the ties.
  • the rail fastening members 5 and 9 pass through the portions '16, and the members 5 and heads 11 of the members 9 are formed to engage over the fish plates, whereby said fish plates are securely fastened on the ties.
  • the fish plates extend across and are secured on three cross ties, to provide a substantial joint.
  • Fig. 6 illustrates a modification in that the fas- H0 site flanges provided with openings to register with the aforesaid openings, rail fastening members extending through said openings and having heads seating on the flanges of said brace, said Web and members having slots, and Wedging means in said slots to move said members downwardly.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Holders For Apparel And Elements Relating To Apparel (AREA)

Description

1934 J. A. CLEVELAND RAIL TIE AND FASTENER Filed May 2, 1932 2 Sheets-Sheet 2 wd E Patented Aug. 7, 1934 UNITED STATES PATENT OFFICE 1 Claim.
and aims to provide metal cross ties and novel means for fastening the rails thereon.
It is the object of the invention to provide metal rail ties and rail fasteners which will be durable, practical and efficient and wherein the construction is simple and economical.
With the foregoing and other objects in View, which will be apparent as the description proceeds, the invention resides in the construction and arrangement of parts, as hereinafter described and claimed, it being understood that changes can be made within the scope of what is claimed, without departing from the spirit of the invention.
The invention is illustrated in the accompanying drawings, wherein- Figure 1 is a plan view of one end portion of one of the cross ties and the rail fastening means,
Figs. 2 and 3 are vertical sections on the respective lines 22 and 3-3 of Fig. 1.
Fig. 4 is a cross section of three ties illustrating the rail fasteners used with a rail joint.
Fig. 5 is a section on the line 55 of Fig. 4.
Fig. 6 is a sectional detail corresponding to Fig. 3 illustrating a modification.
The cross tie is of I-beam construction, being rolled from suitable metal, and having the upper and lower flanges 1 and 2, respectively, with an intervening web 3. The upper flanges, as shown, are preferably narrower than the base flanges 2, and the rails 4 seat on the flanges 1.
At one side of each rail, preferably the inner side, rail fastening members 5 pass upwardly through slots 6 in the flanges l at the opposite sides of the web 3 of the tie, and have lower T-heads 7 bearing upwardly against said flanges. Said members 5 have notches 8 receiving the corresponding base flange of the rail, thereby holding the rail down on the tie and preventing the rail moving in the corresponding direction. The rail also holds the members 5 in place when the base flange of the rail is moved into the notches 8, as seen in Fig. 2.
At the opposite or outer side of the rail, a pair of rail fastening members 9 pass through slots 10 in the flanges 1 at the opposite sides of the web 3 of the tie and have heads 11 attheir upper ends to extend over the corresponding base flange of the rail.
As shown in Figs. 2 and 3, the members 9 are elongated vertically and pass downwardly through slots 12 in the flanges 2 so as to extend below the tie, thereby entering the roadbed and preventing the tie from slipping out of position.
The present invention relates to railroad tracks,
The members 9 and web 3 have slots 13 through which wedges 14 are driven, for forcing the pair of members 9 downwardly to clamp the rail on the tie.
As shown in Figs. 1, 2 and 3, a rail brace 15 is disposed at the outer side of the rail and has lower outstanding flanges 16 to seat on the corresponding base flange of the rail and the top of the tie. The flanges 16 have slots or openings 17 to receive the members 9, and the heads 11 seat on said flanges 16 for clamping the brace 15 and rail down on the tie.
The outer end of brace 15 has a depending stud 18 seated in a recess 19 in the tie to provide an abutment preventing the brace 15 from moving outwardly, so as to securely brace the rail against outward shifting or tilting movement. The braces 15 are preferably used at the outside of the outer rail along the curves of the track, to resist the outward thrust against said rail.
In assembling the parts, the ties are first placed on the railroad, and after the members 5 are inserted upwardly through the slots or openings, the rails are seated on the ties and shifted to move the corresponding flanges into the notches 8. The members 5 have lugs 5' to seat on the ties for supporting said members until the rail flange is slipped into the notches 8. The braces 15 are then placed on the ties with the studs 18 in thesockets or recesses 19, and said braces may be swung into position, the studs 18 serving as pivots.
When the openings 17 register with the slots or openings 10, the members 9 may then be inserted downwardly and the wedges 14 driven into place, thereby securely clamping the parts together. The members 5 resist the movement of the rail in one direction while the braces 15 and members 9 resist the movement of the rail in the opposite direction on the tie.
Figs. 4 and 5 illustrate the fasteners used in connection with a rail joint comprising the fish plates 15 bolted to the opposite sides of the terminals of the rails. Said flsh plates have outstanding portions 16 bearing on the ties and have (1100 the bent under portions 16 extending under the rail between the ties. The rail fastening members 5 and 9 pass through the portions '16, and the members 5 and heads 11 of the members 9 are formed to engage over the fish plates, whereby said fish plates are securely fastened on the ties. As shown in Fig. 4 the fish plates extend across and are secured on three cross ties, to provide a substantial joint.
Fig. 6 illustrates a modification in that the fas- H0 site flanges provided with openings to register with the aforesaid openings, rail fastening members extending through said openings and having heads seating on the flanges of said brace, said Web and members having slots, and Wedging means in said slots to move said members downwardly.
JUDSON A. CLEVELAND.
US608843A 1932-05-02 1932-05-02 Rail tie and fastener Expired - Lifetime US1968929A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US608843A US1968929A (en) 1932-05-02 1932-05-02 Rail tie and fastener

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US608843A US1968929A (en) 1932-05-02 1932-05-02 Rail tie and fastener

Publications (1)

Publication Number Publication Date
US1968929A true US1968929A (en) 1934-08-07

Family

ID=24438261

Family Applications (1)

Application Number Title Priority Date Filing Date
US608843A Expired - Lifetime US1968929A (en) 1932-05-02 1932-05-02 Rail tie and fastener

Country Status (1)

Country Link
US (1) US1968929A (en)

Similar Documents

Publication Publication Date Title
US1968929A (en) Rail tie and fastener
US2211021A (en) Track rail fastening
US4105160A (en) Rail joint bar for non-uniform rails
US464699A (en) Railway-rail joint
US1779326A (en) Metallic tie
US1702668A (en) Rail connection
US1761256A (en) Slide-plate and tie-bar construction for railroads
US1377489A (en) Railway-track construction
US1308203A (en) Metal tie
US830171A (en) Metal sleeper for railways.
US1817733A (en) Rail joint
US1392030A (en) Rail-clamp
US1341090A (en) Railroad-tie
US1328695A (en) Rail joint and fastener
US1038578A (en) Tie-plate.
US1348345A (en) Rail-joint
US1620181A (en) Twin steel crosstie
US2193161A (en) Railroad tie
US2069577A (en) Railway track structure and method of installing the same
US1469117A (en) Rerailer
US1496349A (en) Rail-securing device
US925049A (en) Track-rail brace.
US1672424A (en) Rail tie and fastening
US1370376A (en) Rail-tie
US925981A (en) Track-brace.