US1062186A - Compound-rail track construction. - Google Patents

Compound-rail track construction. Download PDF

Info

Publication number
US1062186A
US1062186A US717437A US1912717437A US1062186A US 1062186 A US1062186 A US 1062186A US 717437 A US717437 A US 717437A US 1912717437 A US1912717437 A US 1912717437A US 1062186 A US1062186 A US 1062186A
Authority
US
United States
Prior art keywords
sections
lips
base
section
wearing
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
US717437A
Inventor
Edgar Rhodes
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.)
CONTINUOUS RAIL Co
Original Assignee
CONTINUOUS RAIL 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
Priority claimed from US67378812A external-priority patent/US1038439A/en
Application filed by CONTINUOUS RAIL Co filed Critical CONTINUOUS RAIL Co
Priority to US717437A priority Critical patent/US1062186A/en
Application granted granted Critical
Publication of US1062186A publication Critical patent/US1062186A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B5/00—Rails; Guard rails; Distance-keeping means for them
    • E01B5/02—Rails
    • E01B5/08—Composite rails; Compound rails with dismountable or non-dismountable parts

Definitions

  • pound rails formed of base sections and top wearing sections mechanically secured together by bent holding lips in which there exist compression strains in the outer portion of the holding lips whereby said lips will press firmly against thesections engaged thereby.
  • the base rail sections are arranged end to end and the top wearing sections are supported thereupon and are arranged so that the adjacent base sections are engaged by the same top section.
  • Another object of the invention is to provide a trackconstruction comprising com- -pound rails formed of base sections and top wearing sections mechanically held together by bent lips in which there exist in the outer portion of the holding lips compression strains.
  • the providing of the lips with compression strains in the outer portion thereof insures a firm mechanical connection between the various top and base sections and also insures an eificient permanent electrical connection between the sections.
  • Figure 1 shows a perspective view of two parts of a base or girder rail section and a top or wearing section secured to one of the base parts, the girder section at the left be ing shown out of its normal position and the depending flanges on the wearing section between which the last mentioned base section is normally placed being shown in the position which they occupy prior to being bent to holding position
  • Fig. 2 is a transverse section showing a wearing section in place on the top of a base section prior to the holding flanges being bent
  • Fig. 3 is a transverse section of the part shown in Fig. 2 after the holding flanges have been bent so as to contact with the surfaces engaged thereby
  • Fig. 4 is a transverse section of the parts shown in Figs.
  • Fig. 5 is a full size cross sectional view partially broken away, showing the lower portion of a top wearing section of a compound rail in place on the top portion of a base section of the rail prior to bending the holding lips
  • Fig. 6 is a full size cross sectional view partially broken away, showing the position of the compression strains in the lips immediately after the initial bending of the holding lips into engagement with the base section and prior to transversely elongating the lips
  • Fig. 7 is a full size cross sectional view partially broken away, showing the position of the permanent compression strains in the holding lips after the completion of the operation.
  • the base sections are indicated by A and the top or wearing sections by B.
  • the base sections may be of any well known type and comprise the supporting flanges C, C, the web E and the-flange portions F, F located at the top of the web.
  • the top or wearing section preferablycomprises a tread portion G,.a groove portion H to receive the flange of a car wheel and depending flanges or lips L, M which are bent and forced against the base section with suliicient pressure to form an efiicient electrical contact or connection between the top section and the base section.
  • Figs. 2 and 5 the depending flanges 'L, M are shown in the positions which they occupy after the top section has left the rolling mill. From an inspection of said figures it will be apparent that the flanges are spaced a sufficient distance apart to permit them to be slipped past the ends of the flanges F of the base section s that the Wearing section may be seated upon the base section.
  • the joints between the base sections of the rail and the wearing sections of the rail are staggered relative to each other so that a wearing section will both mechanically and electrically connect the base sections.
  • This is possible when the wearing sections are attached to the base sections in the method herein described due to the fact that the compression strains in the outer portions of the lips are sufficient to maintain the lips in firm contact with the members engaged by the inner portion thereof so that the lips can serve as efficient and permanent electrical connecting means between the Wearing portions and the girder portions.
  • the separate electrical connecting bonds or means such as copper connectors which are commonly used, may be entirely eliminated if desired.
  • A. railroad track including in combination therein base girder rail sections arranged end to end and top wearing sections supported thereupon, the adjacent base sections being engaged by the same top section which top sections are the primary electrical conducting means between said base sections, the wearing sections and the base sections being held in assembled position by bent holding lips which have been materially reduced in thickness while the top sections were in place on the base sections.
  • a railroad track including in combination therein base or girder rail sections arranged end to end and top wearing sections thereupon arranged end to end, the joints between the base sections and the joints between the wearing sections being staggered relative to each other, said top sections and base sections being mechanically held in place and electrically connected by bent lips on one of the sections engaging the other section, the lips when in final position being materially reduced in thickness and having the outer portions transversely extended whereby the inner portion of the lip members are forced into firm contact with the portions of the-sections engaged thereby.
  • a railroad track including in combination therein base rail sections arranged end to end and top wearing sections supported thereupon, the adjacent base sections being engaged by the same top section, each of the top sections being the electrical conducting means between the base sections engaged thereby, the wearing sections and the base sections being held in assembled position by bent-holding lips which have been materially reduced in thickness after the sect-ions have been assembled.
  • a railroad track construction having a tread or wearing section and a base section together constituting a compound rail, which sections are held together by bent holding lips that have been materially reduced in thickness and also elongated transpression strains exist in the outer portion of versely of the rail. the lips. 10

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Seats For Vehicles (AREA)

Description

B. RHODES.
COMPOUND RAIL TRACK GONSTRUGTION.
APPLICATION FILED AUG. 28, 1912.
1,062,186. Patented May 20, 1913.
2 SHEETS-SHEET 1.
Attest: v V Inventor:
COLUMBIA PLANDGRAPH COUWASHINUTON D C Ev. RHODES.
COMPOUND RAIL TRACK CONSTRUCTION.
APPLICATION 11.31) AUG. 28, 1912.
1,062, 1 86. Patented May 20, 1913.
2 SHEETS-SHEBT 2.
Attest: nventor: $0 by W 6 )w. v X? M M Atty UNTTED %TALT.E% PATENT QFFTCE.
EDGARRHODES, 0F SGHOL'ES, LEEDS, ENGLAND, ASSIGNOE TO CONTINUOUS BAIL COMPANY, \VILIVIINGTON, DELAWARE, A CORPORATION OF DELAWARE.
COMPOUND-RAIL TRACK CONSTRUCTION.
Specification of Letters Patent.
Patented May 20, 1913.
1912, Serial No. 673,788. Divided and this application filed August 28, 1912. Serial No.717,43'?.
pound rails formed of base sections and top wearing sections mechanically secured together by bent holding lips in which there exist compression strains in the outer portion of the holding lips whereby said lips will press firmly against thesections engaged thereby. In said track construction the base rail sections are arranged end to end and the top wearing sections are supported thereupon and are arranged so that the adjacent base sections are engaged by the same top section.
Another object of the invention is to provide a trackconstruction comprising com- -pound rails formed of base sections and top wearing sections mechanically held together by bent lips in which there exist in the outer portion of the holding lips compression strains. The providing of the lips with compression strains in the outer portion thereof insures a firm mechanical connection between the various top and base sections and also insures an eificient permanent electrical connection between the sections.
This application is a division of a companion application, Serial No. 673,788 which was filed January 27, 1912.
As showing a specific embodiment of the invention, reference is made to the drawings forming a part hereof.
Figure 1 shows a perspective view of two parts of a base or girder rail section and a top or wearing section secured to one of the base parts, the girder section at the left be ing shown out of its normal position and the depending flanges on the wearing section between which the last mentioned base section is normally placed being shown in the position which they occupy prior to being bent to holding position, Fig. 2 is a transverse section showing a wearing section in place on the top of a base section prior to the holding flanges being bent, Fig. 3 is a transverse section of the part shown in Fig. 2 after the holding flanges have been bent so as to contact with the surfaces engaged thereby, Fig. 4 is a transverse section of the parts shown in Figs. 2 and 3 after suflicient pressure has been applied to the holding lips to force the metal in the outer portion of said lips transversely and to create compression strains in said metal, Fig. 5 is a full size cross sectional view partially broken away, showing the lower portion of a top wearing section of a compound rail in place on the top portion of a base section of the rail prior to bending the holding lips, Fig. 6 is a full size cross sectional view partially broken away, showing the position of the compression strains in the lips immediately after the initial bending of the holding lips into engagement with the base section and prior to transversely elongating the lips, Fig. 7 is a full size cross sectional view partially broken away, showing the position of the permanent compression strains in the holding lips after the completion of the operation.
Like characters designate the same parts throughout the specification.
The base sections are indicated by A and the top or wearing sections by B. The base sections may be of any well known type and comprise the supporting flanges C, C, the web E and the-flange portions F, F located at the top of the web. The top or wearing section preferablycomprises a tread portion G,.a groove portion H to receive the flange of a car wheel and depending flanges or lips L, M which are bent and forced against the base section with suliicient pressure to form an efiicient electrical contact or connection between the top section and the base section.
In Figs. 2 and 5 the depending flanges 'L, M are shown in the positions which they occupy after the top section has left the rolling mill. From an inspection of said figures it will be apparent that the flanges are spaced a sufficient distance apart to permit them to be slipped past the ends of the flanges F of the base section s that the Wearing section may be seated upon the base section.
In Figs. 3 and 6 it will be seen that the flanges L, M have been bent substantially into engagement with the edges f, f, of the flanges F, F. In the position shown in Figs. 2 and 5 there are no substantial strains in the holding lips, as they are in the condition which they were when they left the rolling mill. Previous to the termination of the operation of bending the lips from the position shown in Figs. 2 and 5 to the position shown in Figs. 3 and 6, compression strains were created in the metal at the upper inner portion of the lips and tension strains in the metal atthe outer portion of the lips at the points marked mt and Zn. These compression strains are indicated in Fig. 6 by the series of lines m0 and Z0. From a comparison of Figs. 3 and 4 and also Figs. 6 and 7 it will be noted that the metal between the points m and m and Z and Z has been extended in a direction transverse to the direcs tion in which the rail extends and that the thickness of these depending lips has been decreased. This elongation of the metal transverse to the direction in which the rail extends and the reducing of the thickness of the metal in the flange so as to change the cross sectional shape thereof is eflected by sufiicient pressure applied to the outside portion of the flanges. to create compression strains (which extend in a direction transverse to that in which the rail extends) in the outer portion of the flanges whereby the inner portions of the lips will be forced firmly and permanently against the edges f, f of the flange portions of the base section. This transversely elongating by pressure is efiected while the holding lip is in contact with the section engaged thereby and the compression strains thus created in the outer portion of the holding lips are indicated by the lines m0 and Z0. The percentage of transverse elongation of the metal in the outer portion of the lips is greater than is the percentage of transverse elongation of the metal in the inner portion of the lips.
When assembled in position in the track, the joints between the base sections of the rail and the wearing sections of the rail are staggered relative to each other so that a wearing section will both mechanically and electrically connect the base sections. This is possible when the wearing sections are attached to the base sections in the method herein described due to the fact that the compression strains in the outer portions of the lips are sufficient to maintain the lips in firm contact with the members engaged by the inner portion thereof so that the lips can serve as efficient and permanent electrical connecting means between the Wearing portions and the girder portions. By this construction the separate electrical connecting bonds or means such as copper connectors which are commonly used, may be entirely eliminated if desired.
It is obvious that various forms and modification may be made without departing from the spirit and scope of the invention as set forth in the appending claims.
I claim as my invention:
1. A. railroad track including in combination therein base girder rail sections arranged end to end and top wearing sections supported thereupon, the adjacent base sections being engaged by the same top section which top sections are the primary electrical conducting means between said base sections, the wearing sections and the base sections being held in assembled position by bent holding lips which have been materially reduced in thickness while the top sections were in place on the base sections.
2. A railroad track including in combination therein base or girder rail sections arranged end to end and top wearing sections thereupon arranged end to end, the joints between the base sections and the joints between the wearing sections being staggered relative to each other, said top sections and base sections being mechanically held in place and electrically connected by bent lips on one of the sections engaging the other section, the lips when in final position being materially reduced in thickness and having the outer portions transversely extended whereby the inner portion of the lip members are forced into firm contact with the portions of the-sections engaged thereby.
3. A railroad track including in combination therein base rail sections arranged end to end and top wearing sections supported thereupon, the adjacent base sections being engaged by the same top section, each of the top sections being the electrical conducting means between the base sections engaged thereby, the wearing sections and the base sections being held in assembled position by bent-holding lips which have been materially reduced in thickness after the sect-ions have been assembled.
at. The combination in a railroad track of adjacent rail base sections arranged end to end and a top Wearing section supported thereupon and engaging said base sections, the top section and base sections being held in position by bent holding lips which are materially reduced in thickness when the top section is placed on the base sections.
5. A railroad track construction having a tread or wearing section and a base section together constituting a compound rail, which sections are held together by bent holding lips that have been materially reduced in thickness and also elongated transpression strains exist in the outer portion of versely of the rail. the lips. 10
6. A railroad track construction having This specification signed and witnessed tread and base sections of compound rails, this 23rd day of August, A. D. 1912. 5 which sections are held together by bent EDGAR RHODES.
holding lips that have been materially re- Signed in the presence ofduced in thickness and elongated trans- N. C. Fn'rrnns, Versely of the rail, in a manner so that com- C. W. LEGIULLON.
Copies of this patent may be obtained for five cents each, by addressing the Commissioner of Patents, Washington, D. G.
US717437A 1912-01-27 1912-08-28 Compound-rail track construction. Expired - Lifetime US1062186A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US717437A US1062186A (en) 1912-01-27 1912-08-28 Compound-rail track construction.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US67378812A US1038439A (en) 1912-01-27 1912-01-27 Compound-rail construction.
US717437A US1062186A (en) 1912-01-27 1912-08-28 Compound-rail track construction.

Publications (1)

Publication Number Publication Date
US1062186A true US1062186A (en) 1913-05-20

Family

ID=3130432

Family Applications (1)

Application Number Title Priority Date Filing Date
US717437A Expired - Lifetime US1062186A (en) 1912-01-27 1912-08-28 Compound-rail track construction.

Country Status (1)

Country Link
US (1) US1062186A (en)

Similar Documents

Publication Publication Date Title
US1042545A (en) Rail construction.
US1038439A (en) Compound-rail construction.
US2041376A (en) Supporting bar and rack
US1958162A (en) Track construction
US892469A (en) Method of making tunnel-segments.
US1187509A (en) Sheet-metal culvert.
US1149592A (en) Multiduct.
US831942A (en) Rail-protector.
US484924A (en) sutton
US575388A (en) Rail bond and connection
US839072A (en) Rail-bond.
US984802A (en) Insulated metal cross-tie.
US1003617A (en) Silo-hoop.
US963356A (en) Rail-bond.
US1641416A (en) Flexible rail joint
US905616A (en) Rail and railway.
US1280725A (en) Reinforcing-bar for concrete.
US3027092A (en) Rail joint
US843308A (en) Railway-tie.
US1121612A (en) Trussed railway-rail.
US339940A (en) Railway splice-bar
RU2691507C1 (en) Brake shoe of railway vehicle
US1094889A (en) Railway-switch.
US527712A (en) Railway-chair
RU2691502C1 (en) Brake shoe of railway vehicle