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Process for determining and controlling railroad rail's neutral temperature to prevent track buckling and rail fractures

机译:确定和控制铁路中性温度以防止轨道弯曲和断裂的过程

摘要

In order to determine a rail's neutral temperature, the length of an unconstrained piece of steel (or "gage") is compared with a similar length of railroad track rail which is constrained and thereby deflected at most temperatures because of the track structure's tie-in to the earth's surface. The gage represents the length that the counterpart piece of rail would be if it were not constrained by the track's connection to the earth's surface. The difference in length is an analog of an associated rail characteristic, such as the number of degrees that the rail's instantaneous temperature (e.g., in degrees F) is above or below the rail's neutral temperature. Length comparisons are made with precision measuring devices configured to directly read out in conventional units the rail characteristic being considered, such as pounds of force or rail neutral temperature in degrees F.
机译:为了确定轨道的中性温度,将不受约束的钢(或“量规”)的长度与相似的铁路轨道长度进行比较,该长度受轨道结构的约束而在大多数温度下受约束并因此发生偏转。到地球表面。轨距表示如果不受轨道与地面连接的约束,则对应的轨道的长度。长度上的差异类似于相关的铁路特性,例如铁路瞬时温度(例如,以华氏度为单位)高于或低于铁路中性温度的度数。使用精密测量设备进行长度比较,该测量设备配置为以常规单位直接读出所考虑的轨道特性,例如力的磅数或以F为单位的轨道中性温度。

著录项

  • 公开/公告号US5161891A

    专利类型

  • 公开/公告日1992-11-10

    原文格式PDF

  • 申请/专利权人 PRACTICAL TRANSPORTATION INC.;

    申请/专利号US19910655120

  • 发明设计人 ROBERT J. AUSTILL;

    申请日1991-02-12

  • 分类号G01K13/00;G01M5/00;G01B5/30;

  • 国家 US

  • 入库时间 2022-08-22 05:22:03

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