US20190169801A1 - Railway rail connecting structure - Google Patents

Railway rail connecting structure Download PDF

Info

Publication number
US20190169801A1
US20190169801A1 US15/732,608 US201715732608A US2019169801A1 US 20190169801 A1 US20190169801 A1 US 20190169801A1 US 201715732608 A US201715732608 A US 201715732608A US 2019169801 A1 US2019169801 A1 US 2019169801A1
Authority
US
United States
Prior art keywords
rail
connecting structure
holes
rails
railway
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.)
Abandoned
Application number
US15/732,608
Inventor
Joshua Abreu
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 US15/732,608 priority Critical patent/US20190169801A1/en
Publication of US20190169801A1 publication Critical patent/US20190169801A1/en
Abandoned 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
    • E01B11/24Dismountable rail joints with gap-bridging by parts of the rails with oblique or overlapping rail ends
    • 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

  • the present invention relates to a railway rail connecting structure which joins a rail in a symmetrical manner so as to be joined together by a simple and reliable fastening member.
  • connection method is not strong to withstand the load of the locomotives and rolling stock securely, and is very loud.
  • welding method cannot be used in the curved parts of the railway, including bridges, and tunnels. The present invention is meant to eliminate the above problems and has been described with reference to the accompanying drawings.
  • the present invention provides A railway rail connecting structure in which: a half of the pillar portion and a base portion f a rail is eliminated at both ends of the rail to have symmetrical shapes along its length; and, more than two circular through holes are formed on the face where the half portions of two ends of the rail are meet; the structure further comprises more than two pairs of bolts and nuts that are connected through said through holes.
  • FIG. 1 is a perspective view of the railway rail connecting structure according to an embodiment of the present invention.
  • FIG. 2 is a perspective view of the railway rail connecting structure assembled according to an embodiment of the present invention.
  • FIG. 3 is a cross-sectional view taken along line A-A of FIG. 1 .
  • FIG. 1 is a perspective view of the present invention.
  • the connecting portions of the rails R and R′ is illustrated in the drawing.
  • FIG. 2 is an exploded perspective view of the present invention.
  • the ends of each of the rails R, R′ are configured to form an integrated form, namely, a whole rail when two ends are met together.
  • both ends of a rail half of the pillar portion 20 and base portion 30 are longitudinally eliminated. Since both ends of a rail have symmetrical shapes along its length, if one end meets with the end of other rail, they make a whole rail. There are circular through holes 40 on the face the half portions meet.
  • each of the rails are provided with head portion 10 from the end face to a certain distance along its length, and from the position where the head portion 10 ends, a cut 50 of which length is just the same of the head portion 10 . Therefore, when two ends of two rails are put together, both of the head portions 10 will inserted into the cut 50 .
  • FIG. 3 which is a cross-sectional view taken along line A-A of FIG. 1 , to make the connection of both rails firmly, the rail R and the rail R′ are directly connected to each other to connect the fastening bolts 2 and 2 ′ through the circular through holes 40 and 40 with the nut 3 and 3 ′ respectively.
  • the two rail connection connecting portions are more comfortable and have high safety strength and the fastening members of the two rails R and R′ do not deviate during use.
  • the ends of each of the rails are connected with interdigitized manner, and both halves of respective rails are connected by bolts and nuts, therefore, not many connection parts are required for connecting the rails.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

A railway rail connecting structure is provided, which comprises a half of the pillar portion 20 and base portion 30 of a rail is eliminated at both ends of the rail to have symmetrical shapes along its length; and, more than two circular through holes 40 are formed on the face where the half portions of two ends of the rail are meet. The structure further comprises more than two pairs of bolts 2, 2′ and nuts 3, 3′ that are connected through the through holes 40.

Description

    FIELD OF THE INVENTION
  • The present invention relates to a railway rail connecting structure which joins a rail in a symmetrical manner so as to be joined together by a simple and reliable fastening member.
  • BACKGROUND OF THE INVENTION
  • Conventionally, two railway rails are connected on either side of the rail, or the connection portions of two railway rails are welded. However, if two joint plates are used, then pary parts will be required for connection, which made it costly, and when the welding method is taken, it had to be cut again at the time of disassembly.
  • In addition, the conventional connection method is not strong to withstand the load of the locomotives and rolling stock securely, and is very loud. Furthermore, the welding method cannot be used in the curved parts of the railway, including bridges, and tunnels. The present invention is meant to eliminate the above problems and has been described with reference to the accompanying drawings.
  • BRIEF SUMMARY OF THE INVENTION
  • The present invention provides A railway rail connecting structure in which: a half of the pillar portion and a base portion f a rail is eliminated at both ends of the rail to have symmetrical shapes along its length; and, more than two circular through holes are formed on the face where the half portions of two ends of the rail are meet; the structure further comprises more than two pairs of bolts and nuts that are connected through said through holes.
  • BRIEF DESCRIPTIONS OF THE DRAWINGS
  • FIG. 1 is a perspective view of the railway rail connecting structure according to an embodiment of the present invention.
  • FIG. 2 is a perspective view of the railway rail connecting structure assembled according to an embodiment of the present invention.
  • FIG. 3 is a cross-sectional view taken along line A-A of FIG. 1.
  • DETAILED DESCRIPTION OF THE INVENTION
  • FIG. 1 is a perspective view of the present invention. The connecting portions of the rails R and R′ is illustrated in the drawing. FIG. 2 is an exploded perspective view of the present invention. The ends of each of the rails R, R′ are configured to form an integrated form, namely, a whole rail when two ends are met together.
  • At both ends of a rail, half of the pillar portion 20 and base portion 30 are longitudinally eliminated. Since both ends of a rail have symmetrical shapes along its length, if one end meets with the end of other rail, they make a whole rail. There are circular through holes 40 on the face the half portions meet.
  • In addition, the ends of each of the rails are provided with head portion 10 from the end face to a certain distance along its length, and from the position where the head portion 10 ends, a cut 50 of which length is just the same of the head portion 10. Therefore, when two ends of two rails are put together, both of the head portions 10 will inserted into the cut 50.
  • As can be seen from FIG. 3 which is a cross-sectional view taken along line A-A of FIG. 1, to make the connection of both rails firmly, the rail R and the rail R′ are directly connected to each other to connect the fastening bolts 2 and 2′ through the circular through holes 40 and 40 with the nut 3 and 3′ respectively.
  • The two rail connection connecting portions are more comfortable and have high safety strength and the fastening members of the two rails R and R′ do not deviate during use.
  • According to the present invention, instead of using separate connecting members, the ends of each of the rails are connected with interdigitized manner, and both halves of respective rails are connected by bolts and nuts, therefore, not many connection parts are required for connecting the rails.

Claims (1)

1. A railway rail connecting structure comprises:
a half of the pillar portion 20 and base portion 30 of a rail is eliminated at both ends of the rail to have symmetrical shapes along its length; and,
more than two circular through holes 40 are formed on the face where the half portions of two ends of the rail are meet;
wherein the structure further comprises more than two pairs of bolts 2, 2′ and nuts 3, 3′ that are connected through said through holes 40.
US15/732,608 2017-12-04 2017-12-04 Railway rail connecting structure Abandoned US20190169801A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US15/732,608 US20190169801A1 (en) 2017-12-04 2017-12-04 Railway rail connecting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US15/732,608 US20190169801A1 (en) 2017-12-04 2017-12-04 Railway rail connecting structure

Publications (1)

Publication Number Publication Date
US20190169801A1 true US20190169801A1 (en) 2019-06-06

Family

ID=66657909

Family Applications (1)

Application Number Title Priority Date Filing Date
US15/732,608 Abandoned US20190169801A1 (en) 2017-12-04 2017-12-04 Railway rail connecting structure

Country Status (1)

Country Link
US (1) US20190169801A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2733455C1 (en) * 2020-05-11 2020-10-01 Александр Николаевич Юрьев Rail joint

Citations (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US583790A (en) * 1897-06-01 Railway-rail coupling or joint
US661759A (en) * 1900-08-21 1900-11-13 Edward Frantz Rail-joint.
US779491A (en) * 1904-07-08 1905-01-10 John A Mckelvey Rail-joint.
US817064A (en) * 1905-09-26 1906-04-03 William A Hill Rail-joint.
US1036219A (en) * 1912-03-02 1912-08-20 Rubin Silvester Gray Rail-joint.
US1095440A (en) * 1914-01-24 1914-05-05 Samuel J Watkins Rail-joint.
US1115817A (en) * 1914-07-09 1914-11-03 George Helmers Rail-joint.
US1153606A (en) * 1915-04-10 1915-09-14 Edcor Conerway Rail-joint.
US1234001A (en) * 1916-10-31 1917-07-17 Alexander R Fitzgerald Rail-joint.
US1255722A (en) * 1917-07-31 1918-02-05 Edward O Singleton Boltless rail-joint.
US1292520A (en) * 1918-08-12 1919-01-28 George Roy Rail-joint.
US1439574A (en) * 1922-05-31 1922-12-19 Roy P Owen Railway-rail joint
US1440582A (en) * 1923-01-02 Hail joint
US1644235A (en) * 1926-11-22 1927-10-04 William T Burkhalter Rail joint
US1669289A (en) * 1927-09-20 1928-05-08 Cuddy Lewis Inter Locking Rail Rail joint
US1689289A (en) * 1926-12-16 1928-10-30 Norman H Midgley Process of and apparatus for preparing textile fiber for spinning
US2069478A (en) * 1935-04-30 1937-02-02 Andrew M Petko Rail joint
US2136961A (en) * 1937-11-01 1938-11-15 John T Baldwin Rail joint

Patent Citations (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1440582A (en) * 1923-01-02 Hail joint
US583790A (en) * 1897-06-01 Railway-rail coupling or joint
US661759A (en) * 1900-08-21 1900-11-13 Edward Frantz Rail-joint.
US779491A (en) * 1904-07-08 1905-01-10 John A Mckelvey Rail-joint.
US817064A (en) * 1905-09-26 1906-04-03 William A Hill Rail-joint.
US1036219A (en) * 1912-03-02 1912-08-20 Rubin Silvester Gray Rail-joint.
US1095440A (en) * 1914-01-24 1914-05-05 Samuel J Watkins Rail-joint.
US1115817A (en) * 1914-07-09 1914-11-03 George Helmers Rail-joint.
US1153606A (en) * 1915-04-10 1915-09-14 Edcor Conerway Rail-joint.
US1234001A (en) * 1916-10-31 1917-07-17 Alexander R Fitzgerald Rail-joint.
US1255722A (en) * 1917-07-31 1918-02-05 Edward O Singleton Boltless rail-joint.
US1292520A (en) * 1918-08-12 1919-01-28 George Roy Rail-joint.
US1439574A (en) * 1922-05-31 1922-12-19 Roy P Owen Railway-rail joint
US1644235A (en) * 1926-11-22 1927-10-04 William T Burkhalter Rail joint
US1689289A (en) * 1926-12-16 1928-10-30 Norman H Midgley Process of and apparatus for preparing textile fiber for spinning
US1669289A (en) * 1927-09-20 1928-05-08 Cuddy Lewis Inter Locking Rail Rail joint
US2069478A (en) * 1935-04-30 1937-02-02 Andrew M Petko Rail joint
US2136961A (en) * 1937-11-01 1938-11-15 John T Baldwin Rail joint

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2733455C1 (en) * 2020-05-11 2020-10-01 Александр Николаевич Юрьев Rail joint

Similar Documents

Publication Publication Date Title
US9915045B1 (en) Folded steel plate bridge system
AU2013315390B2 (en) Single bend rail
US4958473A (en) Frame, angle member for use in the frame and method of making joint portion of the angel member
CN104507781A (en) Truck frame for railroad vehicle
US8777121B2 (en) Lap joint
US20190169801A1 (en) Railway rail connecting structure
US2075261A (en) Trolley conveyer
US20160121948A1 (en) Bolted trailer frame
RU2611292C1 (en) Shockless rail joint
US887488A (en) Combined railway-chair and rail-fastener.
US10240336B2 (en) Truss assembly with alignment guides
US454690A (en) Pipe-coupling
CN211947724U (en) Detachable combined guide rail
US9469943B2 (en) Leveling rail joints with planar surface oblique support
US1020972A (en) Rail-joint.
CN211596365U (en) Reinforced combined cross bar
US2238836A (en) Rail joint
US223249A (en) Railroad-joint
US848111A (en) Rail-joint.
US1451766A (en) Rail joint
US1688107A (en) Compromise angle bar
US832492A (en) Railway-crossing.
US2067955A (en) Railway rail and rail joint
US450614A (en) Tram way-rail joint
US974411A (en) Track-brace.

Legal Events

Date Code Title Description
STPP Information on status: patent application and granting procedure in general

Free format text: DOCKETED NEW CASE - READY FOR EXAMINATION

STPP Information on status: patent application and granting procedure in general

Free format text: NON FINAL ACTION MAILED

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION