Interface Journal.com
Home Features News Forum Company Contact Us Sponsors search, site map, login
  Friction Management | Wheel/Rail Interface | Grinding on UP | P&S Directory | ARCHIVES  
 
  Grinding in Europe

The European Approach to Quality Control in Rail Grinding

(continued)
A number of target profiles are used in preventive and corrective grinding applications. European railways, which carry more mixed traffic and less heavy haul than in North America, rely on a complex system to describe and measure the tolerances. In Germany, for example, reference points at the highest point at the top of rail, 14 mm below that point on the gauge face and at 5 degrees tangent to the field side of the rail are used to define and measure tolerances (See Figure 1). The maximum radial deviation from the target profile is measured at the gauge side, offset at 25 to 30 mm from the centerline of rail.

Acceptance values vary depending on line speeds on the Germany railways. On lines with speeds of 160 km/h or less the acceptance value for grinding is +/- 0.5 mm. For very high speed lines with operations at 280 km/h, the maximum deviation at the gauge corner zone is +/- 0.2 mm. While acceptance values are rigorous, there are allowances for some percentage of the finished rail to be outside of the spec. On track with speeds of 160 km/h or less, for example, 15% of the peak-to-peak lengths with an acceptance value of +/- 0.5 mm may fall outside the tolerances. But on very high speed lines with speeds of 280 km/h, nothing may be outside these (+/- 0.5 mm) tolerances and only 10% of the lengths measured may be outside +/- 0.2 mm. "These area very demanding tolerances," Schoech said.

Grinding contractors meet these tolerances by using modern grinders that incorporate trolleys with longitudinal measurement systems to record short-, medium- and long-wave classes for both right- and left-hand rails. A laser-based transverse profile measuring system lets the operator know if he is within specifications. Operators can plot the profile at any location to determine whether the as-ground profile is within the limits.

< PREVIOUS PAGE  |  PAGE 2 OF 3 |  NEXT PAGE >



OFFICIAL SPONSOR


Click here for details
OFFICIAL SPONSOR

Click here for details
OFFICIAL SPONSOR

Click here for details
OFFICIAL SPONSOR

Click here for details
OFFICIAL SPONSOR

Click here for details
OFFICIAL SPONSOR

Click here for details
OFFICIAL SPONSOR

Click here for details

Click here for details



Register to receive free editorial updates and current information from Interface Journal
CLICK HERE