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Cast manganese steel railway points - welded to carbon steel rails via short connecting lengths of austenitic steel rails

机译:铸造锰钢铁路枢纽-通过较短的奥氏体钢轨连接长度焊接到碳钢轨上

摘要

The novelty is that the connecting elements are made of steel (a) contg. 0-0.15% C, 0.5-1.5% Mn, 0-1% Si, 19-22% Ni, 24-28% Cr, 0-0.5% Mo, balance Fe and trace impurities. The element is pref. made separately, then welded to the points in the workshop, followed by quenching from 1080-1100 degrees C into water. Arc-welding is pref. used with consumable electrodes providing a deposit with the same compsn. as the steel for the elements. Alternatively, the connecting elements may be of steel (b) contg. 0.2-0.8% C, 7-11% Mn, 0-1% Si, 2-6% Ni, 19-22% Cr, 0-0.6% N2, 0-1% Nb, balance Fe and trace impurities. Steel (b) is used for rails carrying high speed traffic.
机译:新颖之处在于,连接元件均由钢制成。 0-0.15%C,0.5-1.5%Mn,0-1%Si,19-22%Ni,24-28%Cr,0-0.5%Mo,余量的Fe和微量杂质。元素是首选。单独制造,然后焊接到车间的各个部位,然后从1080-1100摄氏度的水中淬火。弧焊是首选。与可消耗电极一起使用,可提供具有相同成分的沉积物。作为元素的钢。替代地,连接元件可以是钢(b)(续)。 0.2-0.8%C,7-11%Mn,0-1%Si,2-6%Ni,19-22%Cr,0-0.6%N2、0-1%Nb,余量的Fe和微量杂质。钢(b)用于承载高速交通的轨道。

著录项

  • 公开/公告号IT1071845B

    专利类型

  • 公开/公告日1985-04-10

    原文格式PDF

  • 申请/专利权人 CREUSOT LOIRE;

    申请/专利号IT19760069712

  • 发明设计人

    申请日1976-11-12

  • 分类号E01B;

  • 国家 IT

  • 入库时间 2022-08-22 08:10:48

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