US1972262A - Railway rail - Google Patents

Railway rail Download PDF

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Publication number
US1972262A
US1972262A US605183A US60518332A US1972262A US 1972262 A US1972262 A US 1972262A US 605183 A US605183 A US 605183A US 60518332 A US60518332 A US 60518332A US 1972262 A US1972262 A US 1972262A
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United States
Prior art keywords
rail
railway rail
block
hard
rails
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Expired - Lifetime
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US605183A
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Fish Gilbert Dudley
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B31/00Working rails, sleepers, baseplates, or the like, in or on the line; Machines, tools, or auxiliary devices specially designed therefor
    • E01B31/02Working rail or other metal track components on the spot
    • E01B31/18Reconditioning or repairing worn or damaged parts on the spot, e.g. applying inlays, building-up rails by welding; Heating or cooling of parts on the spot, e.g. for reducing joint gaps, for hardening rails

Definitions

  • the object of my invention is to provide an end for a rail which will last longer than heretofore, and so enable a rail to remain longer in service, when provided with my improvement.
  • Figure 2 is an end elevation of the same;
  • Figure 3 is a side elevation of the same;
  • Figures 4 to 7 inclusive show a modified structure, Fig. 4 being a plan View, 5 a sectional view taken on the line X--X of Figure 6, and
  • Figure 7 is an isometric projection of the same.
  • My invention is applied to an ordinary T rail 1, and relates to the head only, which is in contact with the Wheels of cars when in use.
  • the hard steel 4 ismuch harder than the material of the rest of the rail, and is preferably harder than the welding material 5.
  • the hard steel 4 is a very high class steel which is much better than that in the remainder of the rail, and it is made of a tough, hard, alloy steel.
  • the rail when completed is finished so that the welded and added part exactly conform to the contour of the remainder of the head 2.
  • the insertion 6 is much larger than the block 4 and its outer surface conforms to that of the flange 2. It is provided with beveled surfaces 7, 8, and 9, so that the welding material 5 can be placed properly and securely with a perfect weld at all joints and no cracks.
  • the cut-out the welds joining the blocks to the rail shall'be of such form and depth as to restorethe continuity of the entire cut section of the rail, leaving no unwelded areas. This is because, regardless of any calculated stresses, the high intensity of pressure of wheels on the rail head, and the 69 severe impact at rail joints tend to start cracks in the rail head if there is any discontinuity of metal, no matter how strong the weld metal or how thorough the fusion.
  • the alloy steel used 6 for the stub end or block, 4 or 6 be considerably harder than the metal of which the rail is made and also that it be tough and highly resistant to shock.
  • the weld metal must be at least as hard as the rail andpreferably somewhat harder, 3'0 but need not be so hard as the stub end.
  • welds are to be ground to a smooth finish with contours conforming accurately to the rail itself and the stub end.
  • the general object of the proposed invention is to provide rail ends of greater resistance to abrasion and deformation than the rails would other- 96 wise have, without any discontinuity ofgmetal and without any section which is in any way weaker than the original rail.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Description

Sept.4,19 34. I GDHSH 1,972,262
RAILWAY RAIL Filed April 14. 1932 Patented Sept. 4, 1934 Wm T rAranr orrica RAILWAY RAIL Gilbert Dudley Fish, Pelham, N. Y. Application April 14, 1932, Serial No. 605,183
3 Claims. '(01. 238- 150) I-Ieretofore railway rails have beenbattered and damaged at their ends with the result that they wear out first at the ends before they are otherwise Worn out and so have to be replaced.
The object of my invention is to provide an end for a rail which will last longer than heretofore, and so enable a rail to remain longer in service, when provided with my improvement.
This object is accomplished by my invention, some embodiments of which are hereinafter more particularly set forth.
For a more particular description of my invention, reference is to be had to the accom-' panying drawing, forming a part hereof, in which Figure l is a plan view of an end ofa rail embodying my. improvement;
Figure 2 is an end elevation of the same; Figure 3 is a side elevation of the same; Figures 4 to 7 inclusive show a modified structure, Fig. 4 being a plan View, 5 a sectional view taken on the line X--X of Figure 6, and Figure 7 is an isometric projection of the same.
Throughout the various views of the drawing, similar reference characters designate similar =5 parts. I
My invention is applied to an ordinary T rail 1, and relates to the head only, which is in contact with the Wheels of cars when in use.
2 is cut away at 3 at a diagonal plane, and in place of the removed material is put a hard steel end 4 which is supported by the material of a weld 5. The hard steel 4 ismuch harder than the material of the rest of the rail, and is preferably harder than the welding material 5.
The hard steel 4 is a very high class steel which is much better than that in the remainder of the rail, and it is made of a tough, hard, alloy steel. I
The rail when completed is finished so that the welded and added part exactly conform to the contour of the remainder of the head 2.
In the other embodiment of my invention herein shown, the insertion 6 is much larger than the block 4 and its outer surface conforms to that of the flange 2. It is provided with beveled surfaces 7, 8, and 9, so that the welding material 5 can be placed properly and securely with a perfect weld at all joints and no cracks. In
' this modification of my invention, the cut-out the welds joining the blocks to the rail shall'be of such form and depth as to restorethe continuity of the entire cut section of the rail, leaving no unwelded areas. This is because, regardless of any calculated stresses, the high intensity of pressure of wheels on the rail head, and the 69 severe impact at rail joints tend to start cracks in the rail head if there is any discontinuity of metal, no matter how strong the weld metal or how thorough the fusion.
It is also essential that the alloy steel used 6 for the stub end or block, 4 or 6, be considerably harder than the metal of which the rail is made and also that it be tough and highly resistant to shock. The weld metal must be at least as hard as the rail andpreferably somewhat harder, 3'0 but need not be so hard as the stub end.
On all exposed surfaces the welds are to be ground to a smooth finish with contours conforming accurately to the rail itself and the stub end.
Inasmuch as most battering of rails generally occurs at joints" where adjoining rail ends are slightly different in top elevation, it is believed thatthe hard blocks can be so adjusted before. I welding that the finished ends of all rails shall 88 have more nearly equal dimensions than rolled rails chosen at random. 7 In other words, it is expected that by adjusting the height of each block before it is weldedrin place, it will be possible to obtain the same effect as is sometimes accom 8 5" plished by laying ordinary rails in the order in which they come from the rolls at the mill.
The general object of the proposed invention is to provide rail ends of greater resistance to abrasion and deformation than the rails would other- 96 wise have, without any discontinuity ofgmetal and without any section which is in any way weaker than the original rail.
While I have shown and described some embodiments of my invention, it is obvious that it 9-5 is not restricted thereto, but that it is broad enough to cover all structures that come within end, a preformed block of metal of greater hardness than the body of the rail set into the space produced by the removal of the end part of the rail-end, the portions of the block located adjacent to the end of the rail being so shaped that they lie at an angle to the cut end of the rail, and weld metal filling the spaces between the block and rail, the block being formed to conform in cross-sectional shape to the body of the rail before being welded thereto.
GILBERT D. FISH.
US605183A 1932-04-14 1932-04-14 Railway rail Expired - Lifetime US1972262A (en)

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Application Number Priority Date Filing Date Title
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US605183A US1972262A (en) 1932-04-14 1932-04-14 Railway rail

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109511266A (en) * 2016-04-29 2019-03-22 潘得路公司 The mold and restorative procedure of aluminum weld

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109511266A (en) * 2016-04-29 2019-03-22 潘得路公司 The mold and restorative procedure of aluminum weld
CN109511266B (en) * 2016-04-29 2021-07-13 潘得路公司 Thermite welded mold and repair method

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