GB437248A - Improvements in or relating to the treatment of substantially unworn rails - Google Patents

Improvements in or relating to the treatment of substantially unworn rails

Info

Publication number
GB437248A
GB437248A GB13552/35A GB1355235A GB437248A GB 437248 A GB437248 A GB 437248A GB 13552/35 A GB13552/35 A GB 13552/35A GB 1355235 A GB1355235 A GB 1355235A GB 437248 A GB437248 A GB 437248A
Authority
GB
United Kingdom
Prior art keywords
rails
inches
per cent
hardness
deposit
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
Application number
GB13552/35A
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.)
OXWELD RAILROAD SERVICE COMPAN
Oxweld Acetylene Co
Original Assignee
OXWELD RAILROAD SERVICE COMPAN
Oxweld Acetylene 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
Application filed by OXWELD RAILROAD SERVICE COMPAN, Oxweld Acetylene Co filed Critical OXWELD RAILROAD SERVICE COMPAN
Publication of GB437248A publication Critical patent/GB437248A/en
Expired legal-status Critical Current

Links

Classifications

    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Heat Treatment Of Articles (AREA)

Abstract

437,248. Rails. OXWELD RAILROAD SERVICE CO., 230, North Michigan Boulevard, Chicago, U.S.A.-(Assignees of George, H. S.) Aug. 7, 1934, No. 13552/35. Convention date, Sept. 6, 1933. Divided out of 435,953. [Class 104 (ii)] [See also Group XXII] The tread surfaces at or intermediate the ends of new or substantially uneven rails have surface layers of original metal removed for a length less than three inches and are then built up by deposition thereon of a metal capable of hardening on rapid cooling from an elevated temperature and acquiring a hardness of at least 60 Scleroscope after cold rolling. Large worn areas on rails under service may thus be avoided. The receiving end of a straight track rail joint, on which wear is greatest on the inside edge, has a part 17<1> cut away to a depth of about 0À04- 0À06" and the metal then deposited thereon. The deposit on the inner edge 21<1> may extend for a distance of two inches and on the outer outer edge 23<1> for a distance of half an inch. The rear edge of the deposit is thus diagonal to the rail so that wheels of rolling stock do not abruptly pass from a surface of one hardness to one of a different hardness. The leaving rail 12<1> may have a triangular deposit 18<1> extending half an inch along the inner edge and two inches across the end. For rails which are to be arranged so that more wear occurs from the middle to the outer edges, the shape of the deposits may be reversed. The deposited metal may be an air hardening steel such as an alloy steel containing 0À5 per cent of carbon, 0À9 to 1À1 per cent of manganese 0À9 to 1À1 per cent of chromium, and 0À4 to 0À6 per cent of silicon. The deposition is effected by welding. Rails may also be built up to a greater distance than three inches, in which case the hardness is in consequence reduced. Specification 435,953 is referred to.
GB13552/35A 1933-09-06 1934-08-27 Improvements in or relating to the treatment of substantially unworn rails Expired GB437248A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US437248XA 1933-09-06 1933-09-06

Publications (1)

Publication Number Publication Date
GB437248A true GB437248A (en) 1935-10-25

Family

ID=21928577

Family Applications (1)

Application Number Title Priority Date Filing Date
GB13552/35A Expired GB437248A (en) 1933-09-06 1934-08-27 Improvements in or relating to the treatment of substantially unworn rails

Country Status (1)

Country Link
GB (1) GB437248A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102409585A (en) * 2011-08-16 2012-04-11 中铁二十二局集团第二工程有限公司 Cooler for cooling on-site welded joint of long steel rail and using method for cooler

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102409585A (en) * 2011-08-16 2012-04-11 中铁二十二局集团第二工程有限公司 Cooler for cooling on-site welded joint of long steel rail and using method for cooler
CN102409585B (en) * 2011-08-16 2015-04-22 中铁二十二局集团第二工程有限公司 Cooler for cooling on-site welded joint of long steel rail and using method for cooler

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