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US1006579A - Railroad-track curve. - Google Patents

Railroad-track curve. Download PDF

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Publication number
US1006579A
US1006579A US60938811A US1911609388A US1006579A US 1006579 A US1006579 A US 1006579A US 60938811 A US60938811 A US 60938811A US 1911609388 A US1911609388 A US 1911609388A US 1006579 A US1006579 A US 1006579A
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Prior art keywords
rail
railroad
track curve
track
wheels
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Expired - Lifetime
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US60938811A
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John W Mcmanama
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SAMUEL W SIMONDS
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SAMUEL W SIMONDS
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Priority to US60938811A priority Critical patent/US1006579A/en
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Publication of US1006579A publication Critical patent/US1006579A/en
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B5/00Rails; Guard rails; Distance-keeping means for them
    • E01B5/02Rails

Definitions

  • This invention has for its object to obviate loss of power in moving wheels of railroad trains over curved portions of the track, and excessive wear of the flange-bearings or gage sides of curved track rails, and particularly that of the outer rail.
  • This rail is subjected to greater strain and wear by the side thrust exerted on its flange-bearing by the outward lateral movement of engine and car wheels, due to centrifugal force, causing the wheel flanges to grind said bearings, and by the slipping of the wheels made necessary by the greater radius of the outer rail.
  • This rail must, therefore, have a head, the tread surface of which is of substantial width, not only to enable the rail to reasonably resist wear, but also to provide sufficient traction.
  • My invention is based on this discovery and is embodied in arailroad track curve, the rails of which have heads and tread faces of different widths, the head of the inner rail being narrower than the head of the outer rail.
  • Fig. 1 represents aperspective view of .a track curve embodying my invention.
  • Fig. 2 represents a perspective view, showing one end portion. of the inner curved track rail abutted against a straight track rail of standard form.
  • Fig. 3 represents a side elevation, showing the end portions represented by Fig. 2, connected by fish-plates.
  • Fig. 4 represents a section on line 4-1 of Fig. 3.
  • Fig. 5 represents a section on line .5-5 of Fig. 4.
  • Fig. 6 represents a transverse section of the outercurved track rail on a larger scale than in Fig. 1.
  • a represents the outer curved rail of a railroad track curve
  • the outer rail or is, or may be of the usual standard form, the tread surface of its head a being of substantial width, the cross-section of the rail preferably according with that approved by the AmericanSociety of Civil Engineers.
  • the stage of the -rails a and 'b or, in other words, the distance between the flange-bearing of the inner rail and the flange-bearing a of the outer rail being the same as the predetermined gage of the entire track.
  • the web 5 of the rail 5 is preferably thicker than the web 0 of the straight rail 0 and is offset from the inner side thereof, as shown by Fig. 4, the inside fish-plate (Z connecting the rails b and 0,
  • the inner rail 5 of the same weight as the Outer rail a, the metal being distributed so that the web of the inner rail is thicker than the web of the outer rail, the base flanges of the inner rail being preferably wider than those of the outer .rail, thusreducing the tendency of the inner rail to indent or cut into the wooden ties which support it.
  • a railroad track curve the rails of which have tread faces of different widths, the tread face of the inner rail being narrower than the tread face of the outer rail, whereby the traction of wheels running on the inner rail is reduced.
  • a railroad track curve the outer rail of which has a tread face of standard Width
  • a curved inner rail having its tread face reduced in width from the standard size to minimize frictional resistance to side slip of wheels thereon, the web of the rail being correspondingly increased in thickness and the base flanges increased in width.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tires In General (AREA)

Description

I Q Inventor u] 5 d JZUJWQMcUuzm "gfnegss-es J. W. McMANAMA.
RAILROAD TRAGK CURVE.
APPLICATION/FILED r113. 18, 1911.
JOHN MCMANAMA, 0F WALTHAM, MASSACHUSETTS, 'ASSIGNOR, .BY DIRECT AND MESNE ASSIGNMENTS, OF ONE-THIRD T0. SAMUEL MASSACHUSETTS, AND ONE-THIRD TO'FRANCIS A.
SACHUSETTS.
W., SIMONDS, OF SOMERVILLE, BARBEY, OF CAMBRIDGE, MAS- RAILROAD-TRACK CURVE.
Specification of Letters Patent.
Patented Oct. 24,1911.
Application filed February 18,1911. Serial No. 609,388.
To all whom it may concern:
Be it known that I, J OI-IN W. MCMANAMA a citizen of the United States of America, and a resident of \Valtham, in the county of Middlesex and State of Massachusetts, have invented new and useful Improvements in Railroad l rack Curves, of which the fol lowing is a specification.
This invention has for its object to obviate loss of power in moving wheels of railroad trains over curved portions of the track, and excessive wear of the flange-bearings or gage sides of curved track rails, and particularly that of the outer rail. This rail is subjected to greater strain and wear by the side thrust exerted on its flange-bearing by the outward lateral movement of engine and car wheels, due to centrifugal force, causing the wheel flanges to grind said bearings, and by the slipping of the wheels made necessary by the greater radius of the outer rail. This rail must, therefore, have a head, the tread surface of which is of substantial width, not only to enable the rail to reasonably resist wear, but also to provide sufficient traction. It is a fact, however, that when thehead of the inner rail has a tread surface of substantiall y the same width as the tread surface of the outer rail, in accordance with the usual practice, the wheel flanges are so pressed against the flange bearing vof the outer curved rail that not only is considerable power lost, but also the flange-bearing of the outer rail is worn or ground away at an obj ectionably rapid rate, such wear rendering the outer rail useless in a relatively short period.
I have discovered that by reducing the width of the tread face of the inner rail without altering the gage, or the distance between the flange-bearings of the two rails, the frictional resistance to the movement of the wheels over the curve, andthe loss of power due thereto, are greatly reduced, the wear of the flange-bearing of the outer rail is correspondingly reduced and the life of said rail is correspondingly increased. These results I'believe to be due to the decreased traction of the wheels on the inner rail and the correspondingly increased freedom of the wheels to slip laterally on the tread face of the inner rail in the direction required .to greatly diminish or prevent grinding contact of the wheel flanges with the flangebearing of the outer rail.
My invention is based on this discovery and is embodied in arailroad track curve, the rails of which have heads and tread faces of different widths, the head of the inner rail being narrower than the head of the outer rail.
Of the accompanying drawings, forming a part of this specificatiom-Figure 1 represents aperspective view of .a track curve embodying my invention. Fig. 2 represents a perspective view, showing one end portion. of the inner curved track rail abutted against a straight track rail of standard form. Fig. 3 represents a side elevation, showing the end portions represented by Fig. 2, connected by fish-plates. Fig. 4 represents a section on line 4-1 of Fig. 3. Fig. 5 represents a section on line .5-5 of Fig. 4. Fig. 6 represents a transverse section of the outercurved track rail on a larger scale than in Fig. 1.
Similar reference characters indicate the same or similar parts in all the figures.
In the drawings, a represents the outer curved rail of a railroad track curve, and. 61
represents the inner curved rail of the same. The outer rail or is, or may be of the usual standard form, the tread surface of its head a being of substantial width, the cross-section of the rail preferably according with that approved by the AmericanSociety of Civil Engineers.
In carrying out my invention, I materially reduce the width of the head I) of the inner rail 1), so that its tread surface is much narrower than that of the outer rail a, the width of the tread surface of the inner rail being preferably approximately one-half the widthlof the tread surface of the outer rail. I prefer to make the trad surface of the inner rail somewhat more crowning than that of the outer rail, as may be seen by comparison of Fig. 5 with Fig. 6. The section of thefinner railis of such form that when it is laid in the proper relation with an adj acent straight track rail 0 of standard form, its flange-bearing b will be flush with the 'flange-bearingnf,the straight. rail 0,
the stage of the -rails a and 'b, or, in other words, the distance between the flange-bearing of the inner rail and the flange-bearing a of the outer rail being the same as the predetermined gage of the entire track.
The outer side of the head of the rail b'is therefore offset inwardly from the outer side of the head of the straight rail 0, as
shown by Fig. 2. i The web 5 of the rail 5 is preferably thicker than the web 0 of the straight rail 0 and is offset from the inner side thereof, as shown by Fig. 4, the inside fish-plate (Z connecting the rails b and 0,
' The'loss of traction at the inner rail 5 is compensated for by the increased pressure of the peripheries of the wheels on the relatively Wide tread face of the outer rail, said increased pressure being due to centrifugal force, so that the reduction of the widthof the head of the inner rail 6 does not involve loss of power in the movement of wheels on the track curve.
In practice, I consider it desirable to make the inner rail 5 of the same weight as the Outer rail a, the metal being distributed so that the web of the inner rail is thicker than the web of the outer rail, the base flanges of the inner rail being preferably wider than those of the outer .rail, thusreducing the tendency of the inner rail to indent or cut into the wooden ties which support it.
I claim: 1. In a railroad track curve a curved 1nner rail, having its tread face reduced in width from the standard size to minimize frictional resistance to side slip of wheels thereon.
2. A railroad track curve, the rails of which have tread faces of different widths, the tread face of the inner rail being narrower than the tread face of the outer rail, whereby the traction of wheels running on the inner rail is reduced.
3.' A railroad track curve, the outer rail of which has a tread face of standard Width,
web of the inner curved rail being offset from the web of the adjoining straight rails, and correspondingly formed fish plates connecting the meeting ends of the inner curvedrail and the adjoining straight rails.
In a railroad track curve a curved inner rail, having its tread face reduced in width from the standard size to minimize frictional resistance to side slip of wheels thereon, the web of the rail being correspondingly increased in thickness and the base flanges increased in width.
In testimony whereof I have aflixed my signature, in presence of two witnesses.
JOHN IV. MOMANAMA.
Witnesses:
C. F. BROWN, PETER W. PEZZETTI.
Copies of this patent may be obtained for five. cents each, by addressing the Commissioner of Patents,
' 1 Washington, D. C.
US60938811A 1911-02-18 1911-02-18 Railroad-track curve. Expired - Lifetime US1006579A (en)

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US60938811A US1006579A (en) 1911-02-18 1911-02-18 Railroad-track curve.

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