US932614A - Railway-rail joint. - Google Patents

Railway-rail joint. Download PDF

Info

Publication number
US932614A
US932614A US44905508A US1908449055A US932614A US 932614 A US932614 A US 932614A US 44905508 A US44905508 A US 44905508A US 1908449055 A US1908449055 A US 1908449055A US 932614 A US932614 A US 932614A
Authority
US
United States
Prior art keywords
railway
rail
rail joint
rails
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
US44905508A
Inventor
Joseph Jordan
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 US44905508A priority Critical patent/US932614A/en
Application granted granted Critical
Publication of US932614A publication Critical patent/US932614A/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
    • E01B11/22Dismountable rail joints with gap-bridging by parts of the rails
    • E01B11/26Dismountable rail joints with gap-bridging by parts of the rails with interlocking rail ends

Definitions

  • This invention relates. to railway rail joints, and has for one of its objects to im prove the construction'and increase the efliciency and utility of devicesof this character.
  • the invention consists in forming the vertical web portions of the adjacent ends of two rails offset laterallywith shoulders at the terminals of the offsets to receive the ends of the webs and with the tread and tie flange portions opposite the offsets divided longitudinally and with thetreads overhanging the terminals of the offsets and the flanges bearing beneath the same and with clamp bolts connecting the rails through the offset portions.
  • FIG. 1 is a side elevation
  • Fig. 2 is a plan view of one of the improved joints.
  • Fig. 3 is a section on the line 33 of Fig. 1.
  • s Fig. t is a transvers section on the line 44 of Fig. 1.
  • the rails are designated'respectively by 10 and 11 and from points adjacent their opposite ends are halved as shown at 12 and 13, whereby shoulders 14 and 1 5 are formed on the webs against which the terminals abut.
  • the outer ends of each rail section including the tread, web andtie flange are inclined outwardly and rearwardly and form an acute angle with one side of the web, and the inner ends ofthehalved portions are inclined forwardly and outwardly and form an acute angle with the inner or cut face of the-web.
  • the portions. 18 and i 19 thus form pockets for the extremities of the adjacent sections and positively prevent lateral movement of the joints which will be found Very advantageous on curves.
  • the lateral ofiset web portions will generally be about three feet long with the treads overhanging about four inches and the tie flanges underbearingf about the same distance, and with four of the clamp bolts,
  • Theimproved' device may be employed in connection with rails of any size, and adapted for use for any of the various forms of rolling stock, either steam or electric.
  • said rail being adapted to coooperate with a similarly formed reversed rail to make a rigidljoint, the inclined extremities of which will be pocketed and positively held against yielding to lateral strain.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Golf Clubs (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Earth Drilling (AREA)

Description

J. JORDAN. RAILWAY BAIL JOINT.
APPLICATION FILED AUG. 18, 1908.
Patented Aug. 31, 1909.
' filmmaker ANDREW a. emu 00., mom-umoaumini, WASIMNGYON D. 0-
UNITED STATES. PATENT oFFion.
JOSEPH JORDAN, or" CLARK, MISSOURI.
RAILWAY-RAIL JOINT.
Specification of Letterslatent. Patented Aug. 31, 1909.
' Application filedJLugust 18, 1908. Serial No. 449,055.
To all whom it may concern." 7
Be it known that I, J osEPrI JORDAN, a citizen of the United States, residing at Clark, in the county of Randolph, State of Missouri, have invented certain new and useful Improvements in'Railway-Rail Joints; and
I do hereby declare the following to be a' full, clear, and exact description'of the invention, such as will enable others skilled in the art to which it appertains to make and use the same.
This invention relates. to railway rail joints, and has for one of its objects to im prove the construction'and increase the efliciency and utility of devicesof this character. j
With these and other objects in View the invention consists in forming the vertical web portions of the adjacent ends of two rails offset laterallywith shoulders at the terminals of the offsets to receive the ends of the webs and with the tread and tie flange portions opposite the offsets divided longitudinally and with thetreads overhanging the terminals of the offsets and the flanges bearing beneath the same and with clamp bolts connecting the rails through the offset portions.
The invention further consists in certain novel features of construction as, hereafter shown and described, and then specifically pointed out in the claims, and in the drawings illustrating the preferred embodiment of the invention, Figurel is a side elevation, and Fig. 2 is a plan view of one of the improved joints. Fig. 3 is a section on the line 33 of Fig. 1. s Fig. t is a transvers section on the line 44 of Fig. 1.
The rails are designated'respectively by 10 and 11 and from points adjacent their opposite ends are halved as shown at 12 and 13, whereby shoulders 14 and 1 5 are formed on the webs against which the terminals abut. The outer ends of each rail section including the tread, web andtie flange are inclined outwardly and rearwardly and form an acute angle with one side of the web, and the inner ends ofthehalved portions are inclined forwardly and outwardly and form an acute angle with the inner or cut face of the-web. The portions. 18 and i 19 thus form pockets for the extremities of the adjacent sections and positively prevent lateral movement of the joints which will be found Very advantageous on curves. The
tively long a continuous rail effect is offset web portions are provided with spaced transverse bolt apertures to receive the clamp bolts 20 and nuts 21. By this simple arrangement, the rail ends are firmly clamped and protected and the strains distributed over a relatively long area of the rail, so that the pounding or hammer blow effects produced by the rolling stock passing over the rails do not broom l. or batter the rail ends. Then again the joint being relaroduced which effectually obviates all jars and concussions as the trains pass over the rails.
The lateral ofiset web portions will generally be about three feet long with the treads overhanging about four inches and the tie flanges underbearingf about the same distance, and with four of the clamp bolts,
but it will be understood that these dimensions are not arbitrary and may be varied as required. l
I .Theimproved' device may be employed in connection with rails of any size, and adapted for use for any of the various forms of rolling stock, either steam or electric.
Preferably the joints between the over hanging portion 1617 of the treads and :forming an acute angle with the opposite side of the halved portion of the web, the
said rail being adapted to coooperate with a similarly formed reversed rail to make a rigidljoint, the inclined extremities of which will be pocketed and positively held against yielding to lateral strain.
In testimony whereof, I allixmy signature, in presence of two witnesses.
. JOSEPH JORDAN.
Witnesses:
' M. M. MARSHALL,
S. G. HAMILTON.
US44905508A 1908-08-18 1908-08-18 Railway-rail joint. Expired - Lifetime US932614A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US44905508A US932614A (en) 1908-08-18 1908-08-18 Railway-rail joint.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US44905508A US932614A (en) 1908-08-18 1908-08-18 Railway-rail joint.

Publications (1)

Publication Number Publication Date
US932614A true US932614A (en) 1909-08-31

Family

ID=3001037

Family Applications (1)

Application Number Title Priority Date Filing Date
US44905508A Expired - Lifetime US932614A (en) 1908-08-18 1908-08-18 Railway-rail joint.

Country Status (1)

Country Link
US (1) US932614A (en)

Similar Documents

Publication Publication Date Title
US932614A (en) Railway-rail joint.
US973470A (en) Railway-track bolt.
US1058473A (en) Railway-joint.
US433273A (en) Railroad-rail joint
US756962A (en) Railroad joint and chair.
US808705A (en) Railway-rail joint.
US516665A (en) Sylvania
US584085A (en) Rail-joint
US558495A (en) Rail-joint
US229522A (en) James h
US181749A (en) Improvement in railroad-rail joints
US1107017A (en) Rail-joint.
US876107A (en) Railway-rail joint.
US1090504A (en) Rail-joint.
US1016806A (en) Railroad-tie.
US932979A (en) Railway-rail joint.
US788807A (en) Rail-joint.
US684193A (en) Rail-joint.
US693812A (en) Rail-joint.
US423929A (en) Railroad-tie
US388188A (en) Railroad-rail
US792633A (en) Railway-rail joint and chair.
US954865A (en) Rail-joint.
US350666A (en) Thomas a
US968397A (en) Rail-joint.