Nova Patents
EP1997708A2

Rail road car truck and members thereof

Abstract

A rail road freight car truck has a truck bolster and a pair of side frames, the truck bolster being mounted transversely relative to the side frames. The mounting interface between the ends of the axles and the sideframe pedestals allows lateral rocking motion of the sideframes in the manner of a swing motion truck. The lateral swinging motion is combined with a longitudinal self steering capability. The self steering capability may be obtained by use of a longitudinally oriented rocker that may tend to permit resistance to deflection that is proportional to the weight carried across the interface. The truck may have auxiliary centering elements mounted in the pedestal seats, and those auxiliary centering elements may be made of resilient elastomeric material. The truck may also have friction dampers that have a disinclination to stick-slip behaviour. The friction dampers may be provided with brake linings, or similar features, on the face engaging the sideframe columns, on the slope face, or both. The friction dampers may operate to yield upward and downward friction forces that are not overly unequal. The friction dampers may be mounted in a four-cornered arrangement at each end of the truck bolster. The spring groups may include sub-groups of springs of different heights.

EP1997708A2, drawing sheet 1
Sheet 1 of 41

Term

Term ended

Projected expiry passed 8 July 2024, 2.2 years ago.

  1. Priority
  2. Filed
  3. Published
  4. Projected expiry
  5. Today

21 claims: 18 independent, 3 dependent

  1. 1
    A railroad car truck having a transversely extending bolster having first and second ends sprung on respective first and second spring groups of respective first and second sideframes;said truck having a gross weight on rail capacity that is one of (a) as great as an AAR "70 ton special", and (b) greater than an AAR "70 ton special";said truck having first and second sets of friction dampers mounted at each of said first and second ends of said bolster to work between said bolster and said sideframes;each of said sets of dampers including a first damper and a second damper; each of said spring groups includes a first spring to drive said first damper, and a second spring to drive said second damper;said first damper including a first damper wedge, said damper wedge having a primary angle in the range of 35 to 55 degrees;said second damper including a second damper wedge, said second damper wedge having a primary angle in the range of 35 to 55 degrees;each of said dampers having a friction surface for sliding engagement with a sideframe column, said friction surfaces having associated coefficients of static and dynamic friction, and, during motion therebetween said co-efficients being in the range of 0.10 to 0.45;in operation each of said sets of friction dampers is operable to exert a first friction force, F1, when the respective end of said bolster associated therewith moves upwardly relative to the respective sideframe, and being operable to exert a second friction force, F2, when the respective end of said bolster associated therewith moves downwardly relative to the respective sideframe, and, when fully laden, a ratio of the magnitudes of F1:F2 lies in the range of 2/3 to 3/2.
  2. 3
    The railroad car truck of any one of claims 1 and 2, selected from the group of railroad car trucks consisting of those trucks in which:(a) wherein said dampers are steel faced, and the arithmetic sum of the magnitudes of F1 and F2 is in the range of 3700 to 4100 lbs. (16 ½ to 18 ¼ kN);(b) said dampers are steel faced, and the arithmetic sum of the magnitudes of F1 and F2 is in the range of 4000 to 5000 lbs. (17 ¾ to 22 ¼ kN);(c) said dampers have non-metallic friction faces, and the arithmetic sum of the magnitudes of F1 and F2 is in the range of 4000 to 5500 lbs. (17 ¾ to 24 ½ kN);and(d) said dampers have non-metallic friction faces, and the arithmetic sum of the magnitudes of F1 and F2 is in the range of 5400 to 5800 lbs. (24 to 26 kN).
  3. 4
    The railroad car truck of any one of claims 1 to 3 wherein said sets of dampers each include a first damper wedge, a second damper wedge, and a third damper wedge, said first damper wedge being mounted transversely outboard of said second damper wedge, and said spring groups each include a first spring to drive said first damper wedge, a second spring to drive said second damper wedge, and a third spring to drive said third damper wedge.
  4. 5
    The railroad car truck of any one of claims 1 to 4 wherein said dampers have a primary damper angle in the range of 40 to 50 degrees and a non-metallic friction face.
  5. 6
    The railroad car truck of any one of claims 1 to 5 wherein a ratio of the magnitudes of F1:F2 lies in the range of 3/4 to 5/4.
  6. 7
    The truck of any one of claims 5 and 6 wherein the arithmetic sum of the magnitudes of F1 and F2 for the first set of dampers is in the range of 4000 - 5000 lbs (18 - 22 ½ kN).
  7. 8
    The truck of any one of claims 1 to 6 wherein the magnitude of the force when the bolster end is moving downward, F2, is less than 3000 lbs. (13 1/3 kN).
  8. 9
    The railroad car truck of any one of claims 1 to 8 wherein said sets of dampers each includes four damper wedges, said spring groups each includes four corner springs, said four corner springs being mounted to drive said four damper wedges.
  9. 10
    The truck of any one of claims 1 to 9 wherein said dampers are substantially stick-slip free in operation.
  10. 11
    The truck of any one of claims 1 to 10 wherein said static and dynamic co-efficients of friction are within 20 % of each other.
  11. 12
    The truck of any of claims 10 and 11 wherein said co-efficients lie in the range 0.2 to 0.35.
  12. 13
    The railroad car truck of any of claims 1 to 12 wherein at least one of said friction dampers includes a damper wedge having a primary angle of between 40 and 50 degrees.
  13. 14
    The railroad car truck of any one of claims 1 to 13 wherein said friction dampers are independently sprung.
  14. 15
    The rail road car truck of any of claims 1 to 14 wherein said truck is a self-steering truck.
  15. 18
    The rail road car truck of any one of claims 1 to 17 wherein said truck is free of unsprung lateral bracing between said sideframes.
  16. 19
    The truck of any one of claims 1 to 18 wherein said bolster has a range of lateral motion relative to said sideframes of at least ¾ inches (19 mm) to either side of a neutral position.
  17. 20
    The truck of any one of claims 1 to 19, said truck having a rated load limit for gross weight on rail, and wherein said truck has a lateral stiffness, said lateral stiffness including a lateral swinging stiffness, kpendulum, and a stiffness of main spring groups in lateral shear, kshear, said stiffness being in series, and said lateral swinging stiffness being of lesser magnitude than said lateral shear stiffness when said truck is operating at its rated load limit.
  18. 21
    The truck of any one of claims 1 to 20 including a damper and spring combination lying within 20 % of an envelope defined by an upper boundary and a lower boundary, said truck being selected from the set consisting of trucks in which:(a) said upper and lower boundaries are defined by the respective equations kdamper = 2.41(θwedge)1.76, and kdamper = 1.21 (θwedge)1.76 , where kdamper is the side spring stiffness under each damper in lbs/in/damper, and θwedge is the associated primary wedge angle, in degrees (kdamper = 0.422(θwedge)1.76 and kdamper = 0.212(θwedge)1.76 where kdamper is in kN/m/damper) and said damper of said damper and spring combination has a friction face that is one of (i) an iron friction face;and (ii) a steel friction face;and(b) said upper and lower boundaries are defined by the respective equations kdamper = 4.84(θwedge)1.64 and kdamper = 2.42(θwedge)1.64 where kdamper is the side spring stiffness under each damper in lbs/in/damper, and θwedge is the associated primary wedge angle, in degrees (kdamper = 0.848(θwedge)1.64 and kdamper = 0.424(θwedge)1.64 where kdamper in kN/m/damper) and said damper of said damper and spring combination has a non-metallic friction face.