US1735586A - Rail joint - Google Patents

Rail joint Download PDF

Info

Publication number
US1735586A
US1735586A US291417A US29141728A US1735586A US 1735586 A US1735586 A US 1735586A US 291417 A US291417 A US 291417A US 29141728 A US29141728 A US 29141728A US 1735586 A US1735586 A US 1735586A
Authority
US
United States
Prior art keywords
rail
joint
tread
adjoining
base
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
US291417A
Inventor
Joseph B Ruettimann
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 US291417A priority Critical patent/US1735586A/en
Application granted granted Critical
Publication of US1735586A publication Critical patent/US1735586A/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
    • E01B11/00Rail joints
    • E01B11/02Dismountable rail joints
    • E01B11/20Dismountable rail joints with gap-bridging
    • E01B11/32Dismountable rail joints with gap-bridging by separate parts, Inserts bridging both rail heads

Definitions

  • My invention relates to rail joints and the main object is to provide a simple, eflicient
  • Fig. 1 is a perspective side view of two adjacent rail ends connected by my improved joint device in its preferred form. This is an inside view of a rail.
  • Fig. 2 is a perspective view of the adjoinin being omitte
  • Fig. 3 is a top or plan view'of Fig. 1, showing additionally parts of three ties'to which the rail parts are attached;
  • Fig! 4 is a cross sectional, view through my ili nproved rail joint member, as on line 44 in ig. 3. v
  • Fig. 5 is a side elevation of my joint member looking toward its smaller side.
  • Saidrails are designated 12 and comprise each the usual tread 12A, web 12B and base flange. 12C.
  • FIG. 1 The preferred form of my rail joint is illustrated in Figs. 1 to 5 inclusive and will presently be described.
  • the adjoining rail ends are made of certain'shape, namely that ata certain predetermined distance from each rail endits tread is cut-off angularly to provide an elongated angular and vertical face 12F (best shown in Fig. 2).
  • That part of the rail web 12B outwardly of its face 12F presents simply an elongated vertical web centrally over the rail flanges or base, to the end of the rail.
  • the rail ends. are placed close together as shown and rest on a tie 10.
  • My device comprises an elongated metal joint-filler or block designated 14 and has a tread 14A correspondinginsize to the rail treads and supported in common plane therewith by a thick vertical web 14B slit rails on? of Fig. 1, the joint member PATENT OFFICE or ST. PAUL, MINNESQTA Jom'r 1 28. Serial No. 291,417.
  • a joint filler rail comprising a rail-tread with angular faces cut at obtuse angles to correspond to the relative tread faces of the said rail ends, a web extending.
  • said web formed with outwardly extending opposite flanges recessed longitudinally at their under side to loosely straddle the rail base and said recessed flanges havin r downwardly exposed faces outwardly of said recess to lie directly on the ties, the short base flange adapted to be secured to the tie supporting the rail ends and the longer base 5 flange adapted to be secured directly to said same tie at its center and its extremities se- 7 cured to the next adjacent ties, said longer flange comprising-the inner side of the rail joint connection.

Description

Patented Nov. 12, 1929 UNITED STATES JOSEPH 1B. RUETTIMANN,
Application filed July 9,
My invention relates to rail joints and the main object is to provide a simple, eflicient,
- noiseless and boltless joint of said kind.
Further objects and advantages are hereinafter fully set forth reference being had to the accompanying drawing, in which,-
Fig. 1 is a perspective side view of two adjacent rail ends connected by my improved joint device in its preferred form. This is an inside view of a rail.
Fig. 2 is a perspective view of the adjoinin being omitte Fig. 3 is a top or plan view'of Fig. 1, showing additionally parts of three ties'to which the rail parts are attached;
Fig! 4 is a cross sectional, view through my ili nproved rail joint member, as on line 44 in ig. 3. v
Fig. 5 is a side elevation of my joint member looking toward its smaller side.
, Referring to the drawing by reference numerals, designates the usual railway cross ties of a track, and onto which is fixed a, rail by means of the usual spikes '11. Saidrails are designated 12 and comprise each the usual tread 12A, web 12B and base flange. 12C.
The preferred form of my rail joint is illustrated in Figs. 1 to 5 inclusive and will presently be described. In the use of my joint -member the adjoining rail ends are made of certain'shape, namely that ata certain predetermined distance from each rail endits tread is cut-off angularly to provide an elongated angular and vertical face 12F (best shown in Fig. 2). i
The adjoining ends of tworails to be joined have these angular faces in opposite directions as shown in Figsr1-5 inclusive.
That part of the rail web 12B outwardly of its face 12F presents simply an elongated vertical web centrally over the rail flanges or base, to the end of the rail. The rail ends. are placed close together as shown and rest on a tie 10. My device comprises an elongated metal joint-filler or block designated 14 and has a tread 14A correspondinginsize to the rail treads and supported in common plane therewith by a thick vertical web 14B slit rails on? of Fig. 1, the joint member PATENT OFFICE or ST. PAUL, MINNESQTA Jom'r 1 28. Serial No. 291,417.
fongitudinally'from below as 140 to straddle and loosely engage the adjoining upright webs 12B, of a pair of rails constructed-as above described, and below this web 1413 it is flanged outwardly both ways as 14D and part of the adjoining rail ends from which thetread has been removed, the joint being supported with its tread in proper plane by its flanged base parts 14D14D'. The angular faces 12F14F provide for smooth wheel movement over the rail joint. This joint be- I ing of course also necessarily larger at its base than the rails it is obvious that there is ample stability of, rails and the use of bolts through the rail webs is eliminated, although if so desired such bolts may be used (not shown).
The flanged extremities of the base parts of my joint member are fixed to the ties by the usual spikes 11 as shown, andit is an important feature of this invention that very A few, if any, more spikes are used with my device than in prevloustrack construction,
besides that no bolts are necessary as stated.
In a railway joint, a, pair of alinedrails with their adjoining ends out transversely and their base parts resting on a tie, thetread of said adjoining rails terminating in angular faces in spaced relation to their rail ends and said angular faces in obtuse angular relation to each other, a joint filler rail comprising a rail-tread with angular faces cut at obtuse angles to correspond to the relative tread faces of the said rail ends, a web extending. below said tread and grooved to straddle the adjoining webs of the rails described, said web formed with outwardly extending opposite flanges recessed longitudinally at their under side to loosely straddle the rail base and said recessed flanges havin r downwardly exposed faces outwardly of said recess to lie directly on the ties, the short base flange adapted to be secured to the tie supporting the rail ends and the longer base 5 flange adapted to be secured directly to said same tie at its center and its extremities se- 7 cured to the next adjacent ties, said longer flange comprising-the inner side of the rail joint connection.
13 In testimony whereof I aflix my signature.
JOSEPH B. RUETTIMANN.
US291417A 1928-07-09 1928-07-09 Rail joint Expired - Lifetime US1735586A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US291417A US1735586A (en) 1928-07-09 1928-07-09 Rail joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US291417A US1735586A (en) 1928-07-09 1928-07-09 Rail joint

Publications (1)

Publication Number Publication Date
US1735586A true US1735586A (en) 1929-11-12

Family

ID=23120201

Family Applications (1)

Application Number Title Priority Date Filing Date
US291417A Expired - Lifetime US1735586A (en) 1928-07-09 1928-07-09 Rail joint

Country Status (1)

Country Link
US (1) US1735586A (en)

Similar Documents

Publication Publication Date Title
US1735586A (en) Rail joint
US1651723A (en) Rail-connecting device
US1743924A (en) Track crossover for railroads
US1373387A (en) Insulated rail-joint for electric signal systems
US1395339A (en) Railroad-crossing
US1399123A (en) Railway-rail support
US1495392A (en) Guard-rail clamp
US1587691A (en) Railway-track structure
US1672023A (en) Flangeway and railway-rail guard structure
US756247A (en) Device for preventing rails of railway-tracks from spreading.
US1391438A (en) Rail-joint
US1658109A (en) Base plate and filler block for switch points
US950287A (en) Railway-crossing.
US1224844A (en) Rail-joint.
US1647176A (en) Anticreeper and brace for railway rails
US1966868A (en) Rail joint and rail joint fastening
US730130A (en) Rail-joint.
US1640858A (en) Rail structure
US1123047A (en) Concrete railroad-tie.
US1478715A (en) Composite tau rail
US1488277A (en) Rail joint
US460848A (en) Rail-joint
US1647298A (en) Rail joint
US986342A (en) Rail-joint.
US869479A (en) Railway-rail joint.