US20060137565A1 - Rail road car truck and bearing adapter fitting therefor - Google Patents

Rail road car truck and bearing adapter fitting therefor Download PDF

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Publication number
US20060137565A1
US20060137565A1 US11/019,664 US1966404A US2006137565A1 US 20060137565 A1 US20060137565 A1 US 20060137565A1 US 1966404 A US1966404 A US 1966404A US 2006137565 A1 US2006137565 A1 US 2006137565A1
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Prior art keywords
bearing
pad
bearing adapter
truck
adapter
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US11/019,664
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James Forbes
Jamal Hematian
Tomasz Bis
William Davis
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National Steel Car Ltd
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National Steel Car Ltd
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Priority to US11/019,664 priority Critical patent/US20060137565A1/en
Assigned to NATIONAL STEEL CAR LIMITED reassignment NATIONAL STEEL CAR LIMITED ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: BIZ, TOMASZ, DAVIS, WILLIAM R., FORBES, JAMES W., HEMATIAN, JAMAL
Publication of US20060137565A1 publication Critical patent/US20060137565A1/en
Priority to US11/860,003 priority patent/US7775163B2/en
Assigned to THE BANK OF NOVA SCOTIA reassignment THE BANK OF NOVA SCOTIA SECURITY AGREEMENT Assignors: NATIONAL STEEL CAR LIMITED
Assigned to NSCL TRUST, BY ITS TRUSTEE 2327303 ONTARIO INC. reassignment NSCL TRUST, BY ITS TRUSTEE 2327303 ONTARIO INC. SECURITY AGREEMENT Assignors: EXPORT DEVELOPMENT CANADA, THE BANK OF NOVA SCOTIA
Assigned to GREYPOINT CAPITAL INC. reassignment GREYPOINT CAPITAL INC. SECURITY INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: NATIONAL STEEL CAR LIMITED
Assigned to GREYPOINT CAPITAL INC. reassignment GREYPOINT CAPITAL INC. LIEN (SEE DOCUMENT FOR DETAILS). Assignors: NATIONAL STEEL CAR LIMITED
Assigned to NATIONAL STEEL CAR LIMITED reassignment NATIONAL STEEL CAR LIMITED RELEASE BY SECURED PARTY (SEE DOCUMENT FOR DETAILS). Assignors: NSCL TRUST, BY ITS TRUSTEE 2327303 ONTARIO INC.
Abandoned legal-status Critical Current

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61FRAIL VEHICLE SUSPENSIONS, e.g. UNDERFRAMES, BOGIES OR ARRANGEMENTS OF WHEEL AXLES; RAIL VEHICLES FOR USE ON TRACKS OF DIFFERENT WIDTH; PREVENTING DERAILING OF RAIL VEHICLES; WHEEL GUARDS, OBSTRUCTION REMOVERS OR THE LIKE FOR RAIL VEHICLES
    • B61F5/00Constructional details of bogies; Connections between bogies and vehicle underframes; Arrangements or devices for adjusting or allowing self-adjustment of wheel axles or bogies when rounding curves
    • B61F5/02Arrangements permitting limited transverse relative movements between vehicle underframe or bolster and bogie; Connections between underframes and bogies
    • B61F5/04Bolster supports or mountings
    • B61F5/12Bolster supports or mountings incorporating dampers
    • B61F5/122Bolster supports or mountings incorporating dampers with friction surfaces
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61FRAIL VEHICLE SUSPENSIONS, e.g. UNDERFRAMES, BOGIES OR ARRANGEMENTS OF WHEEL AXLES; RAIL VEHICLES FOR USE ON TRACKS OF DIFFERENT WIDTH; PREVENTING DERAILING OF RAIL VEHICLES; WHEEL GUARDS, OBSTRUCTION REMOVERS OR THE LIKE FOR RAIL VEHICLES
    • B61F5/00Constructional details of bogies; Connections between bogies and vehicle underframes; Arrangements or devices for adjusting or allowing self-adjustment of wheel axles or bogies when rounding curves
    • B61F5/26Mounting or securing axle-boxes in vehicle or bogie underframes
    • B61F5/30Axle-boxes mounted for movement under spring control in vehicle or bogie underframes

Definitions

  • This invention relates to the field of rail road cars, and, more particularly, to the field of trucks for rail road cars.
  • Three piece trucks Rail road cars in North America commonly employ double axle swivelling trucks known as “three piece trucks” to permit them to roll along a set of rails.
  • the three piece terminology refers to a truck bolster and pair of first and second sideframes.
  • the truck bolster extends cross-wise relative to the sideframes, with the ends of the truck bolster protruding through the sideframe windows.
  • Forces are transmitted between the truck bolster and the sideframes by spring groups mounted in spring seats in the sideframes.
  • the sideframes carry forces to the sideframe pedestals.
  • the pedestals seat on bearing adapters, whence forces are carried in turn into the bearings, the axles, the wheels, and finally into the tracks.
  • the 1980 Car & Locomotive Cyclopedia states at page 669 that the three piece truck offers “interchangeability, structural reliability and low first cost but does so at the price of mediocre ride quality and high cost in terms of car and track maintenance.”
  • Ride quality can be judged on a number of different criteria.
  • Lozenging, or parallelogramming is non-square deformation of the truck bolster relative to the side frames of the truck as seen from above.
  • Self steering may tend to be desirable since it may reduce drag and may tend to reduce wear to both the wheels and the track, and may give a smoother overall ride.
  • Another issue which may arise may pertain to peak loading in the rollers of the bearings. It is thought that the life of bearing components may be strongly related to the maximum cyclic load. In some instances, the cyclic load may reach a maximum when the uppermost roller in a bearing race is at the top center position, with a steep drop off to either side of the topmost roller. It may be desirable to spread this loading in an effort to moderate the peak loading as the rollers pass through the top center position.
  • the interface assembly may include a bearing adapter and an elastomeric pad mounted thereon, said bearing adapter having a body having first and second arches for mating with a bearing of a rail road car wheelset, those arches being axially spaced apart to engage opposite ends of the bearing with the bearing races located axially therebetween, the arches having apices that, when installed in an at rest condition on the bearing, are axially aligned centrally over the bearing.
  • the body of the bearing adapter has a central portion intermediate said arches, that central portion having a bearing shell engagement interface formed to seat about a portion of the circumference of the bearing shell.
  • One of the bearing adapter and the elastomeric pad has a relieved portion axially aligned with the apices of the arches.
  • a rail road car truck which has a first and second spaced apart wheelset, with a first and second sideframes mounted to the wheelsets. There is also attached a bolster resiliently mounted cross-wise between the sideframes with each of the sideframes having a sideframe pedestal mounting at either end thereof.
  • Each of the wheelsets including an axle having two ends and each of the axles having bearings mounted to either end thereof.
  • the fittings defining a bearing to sideframe pedestal mounting assembly, and the assembly providing a load path for vertical loads between the sideframe pedestal mounting, and the bearing and the assembly having a vertical load path discontinuity and the discontinuity being located above top dead center of the bearing.
  • the truck is a Barber S2HD rail road car truck.
  • the assembly includes a bearing adapter and a resilient member mounted between the bearing adapter and the pedestal mounting, and the bearing adapter has a laterally extending relief formed therein, the relief being located over top dead center of at least one bearing race of the bearing.
  • the assembly with a bearing adapter and a resilient member are mounted between the bearing adapter and the pedestal mounting.
  • the bearing adapter has a downwardly facing interface matingly engaged with the bearing, and the downwardly facing interface includes a relief located over top dead center of at least one bearing race of the bearing, and the relief defines the vertical load path discontinuity.
  • the assembly includes a bearing adapter and a resilient member which is mounted between the bearing adapter and the pedestal mounting.
  • the bearing adapter has an upwardly facing interface matingly engaged with the resilient member, and the bearing adapter has a relief formed in the upwardly facing interface.
  • the relief being located over top dead center of a bearing race of the bearing.
  • the resilient member has a region of non-homogeneity and the region of non-homogeneity being located over top dead center of at least one bearing race of the bearing, and the non-homogeneity defining the discontinuity of the load path.
  • the resilient member has a relief formed therein and the relief being located over top dead center of at least one bearing race of the bearing, and the non-homogeneity defining the discontinuity of the load path.
  • the assembly includes a bearing adapter and a pair of resilient pads mounted to be squeezed vertically between the bearing adapter and the pedestal mount.
  • the pads are spaced apart by a gap, and the gap being located over top dead center of at least, one bearing race of the bearing.
  • the assembly includes a bearing adapter and a resilient pad mounted over the bearing adapter, and a pedestal seat member mounted over the resilient pad. The pedestal seat member being mounted in the pedestal mount, and the pedestal seat having a relief defined therein, the relief being located over top dead center of the bearing.
  • the truck has friction dampers mounted between the bolster and the sideframes.
  • the friction dampers work on a friction interface that includes a non-metallic friction member.
  • the sideframes each have a sideframe window defined between a pair of sideframe columns, and the non-metallic friction member is mounted to one of the sideframe columns.
  • the friction dampers present a surface to the non-metallic member, and the surface is made from a material chosen from the set of materials consisting of (a) cast iron (b) steel; and (c) an iron based alloy other than a steel.
  • the bolster has two ends, one of each ends being mounted to each of the sideframes, and the bolster has four independently sprung friction dampers mounted at each end thereof.
  • the assembly includes a bearing adapter and a resilient member mounted over the bearing adapter.
  • the resilient member bears against the pedestal mount and the bearing adapter having an upper surface having a central region lying between a pair of spaced apart side regions, the side regions having upper surfaces standing upwardly proud of the central region, the spaced apart regions having a crown radius, and the resilient member seating over the crown radius.
  • the assembly is free of any rocker member located above the resilient member.
  • FIG. 1 a shows an isometric view of an example of an embodiment of a railroad car truck
  • FIG. 1 b shows a top view of the railroad car truck of FIG. 1 a;
  • FIG. 1 c shows a side view of the railroad car truck of FIG. 1 a;
  • FIG. 1 d shows an exploded view of a portion of a truck similar to that of FIG. 1 a;
  • FIG. 1 e is an exploded, sectioned view of an example of an alternate three piece truck to that of FIG. 1 a , having dampers mounted along the spring group centerlines;
  • FIG. 1 f shows an isometric view of a sideframe such as might be employed in an embodiment of the railroad car truck of FIG. 1 a;
  • FIG. 1 g shows a side view of the sideframe of FIG. 1 f;
  • FIG. 1 h shows a top view of the sideframe of FIG. 1 f;
  • FIG. 1 i shows a view looking along the longitudinal axis of the sideframe toward the sideframe column, taken on ‘ 1 i - 1 i ’ in FIG. 1 g;
  • FIG. 1 j shows an alternate arrangement to that of FIG. 1 i;
  • FIG. 2 shows an alternate bolster, generally similar to that shown in FIG. 1 d , with a pair of spaced apart bolster pockets, having inserts and wedges with primary and secondary angles;
  • FIG. 3 a is a front view of a friction damper for a truck such as that of FIG. 1 a;
  • FIG. 3 b shows a side view of the damper of FIG. 3 a
  • FIG. 3 c shows a rear view of the damper of FIG. 3 b
  • FIG. 3 d shows a top view of the damper of FIG. 3 a
  • FIG. 3 e shows a cross-sectional view on the centerline of the damper of FIG. 3 a taken on section ‘ 3 e - 3 e ’ of FIG. 3 c;
  • FIG. 3 f is a section of the damper of FIG. 3 a taken on section ‘ 3 f - 3 f ’ of FIG. 3 e;
  • FIG. 3 g shows an isometric view of an alternate damper to that of FIG. 3 a having a friction modifying side face pad
  • FIG. 3 h shows an isometric view of a further alternate damper to that of FIG. 3 a , having a “wrap-around” friction modifying pad;
  • FIG. 4 a is an exploded isometric view from above, in front, and to one side of a bearing, bearing adapter and elastomeric pad assembly for use in the truck of FIG. 1 a;
  • FIG. 4 b shows a cross section of the assembly of FIG. 4 a , as assembled, taken in the vertical plane of the longitudinal axis of the bearing;
  • FIG. 4 c is a half end view, half section of the assembly of FIG. 4 a , as viewed looking along the long axis of the bearing, the half section being a view on section ‘ 4 c - 4 c ’ of FIG. 4 b;
  • FIG. 4 d is an underside isometric view of the bearing adapter and pad of FIG. 4 a;
  • FIG. 4 e is a bottom view of the bearing adapter and elastomeric pad of FIG. 4 a;
  • FIG. 4 f is a longitudinal section of the bearing adapter and elastomeric pad of FIG. 4 e taken on section ‘ 4 f - 4 f ’ of FIG. 4 e;
  • FIG. 4 g is a lateral section of the bearing adapter and elastomeric pad of FIG. 4 e taken on the central plane of symmetry, indicated as ‘ 4 g - 4 g ’ in FIG. 4 e;
  • FIG. 5 a shows an exploded underside isometric view of an alternate combination of bearing adapter and elastomeric pad to that of the assembly of FIG. 4 a;
  • FIG. 5 b shows a bottom view of the bearing adapter and elastomeric pad of FIG. 5 a;
  • FIG. 5 c shows a longitudinal cross-section of the bearing adapter and elastomeric pad of FIG. 5 a , as assembled, taken on the central, longitudinal axis of symmetry indicated as ‘ 5 c - 5 c ’ in FIG. 5 b;
  • FIG. 5 d shows a lateral cross-section of the bearing adapter and elastomeric pad of FIG. 5 a , as assembled, taken on the central lateral plane of symmetry, indicated as ‘ 5 d - 5 d ’ in FIG. 5 b;
  • FIG. 6 a is an exploded isometric view from above, in front, and to one side of an alternate bearing adapter and pad assembly to that of FIG. 4 a;
  • FIG. 6 b shows an underside isometric view of the assembly of FIG. 6 a
  • FIG. 6 c shows a longitudinal cross section on the central plane of symmetry of the assembly of FIG. 6 a , as assembled taken on section ‘ 6 c - 6 c ’ of FIG. 6 a;
  • FIG. 6 d is a longitudinal section on the central plane of symmetry of the bearing adapter and pad of FIG. 6 a , as assembled, taken on section ‘ 6 d - 6 d ’ of FIG. 6 a;
  • FIG. 7 a shows a top view of alternate bearing adapter to that of FIG. 6 a having a pair of reliefs formed in a central region of the upper portion thereof;
  • FIG. 7 b shows a longitudinal cross-sectional view of the bearing adapter of FIG. 7 a taken on section ‘ 7 b - 7 b ’ through on of the reliefs as indicated in FIG. 7 c;
  • FIG. 7 c shows a lateral cross-sectional view on the central plane of symmetry of the bearing adapter of FIG. 7 a , indicated as section ‘ 7 c - 7 c ’ in FIG. 7 b;
  • FIG. 8 a shows an isometric exploded view, from above, of an alternate embodiment of bearing adapter and pad combination to that of FIG. 4 a in which the underside of the pad has a laterally extending slot in a central region thereof;
  • FIG. 8 b shows an isometric view, from below, of the bearing adapter and pad combination of FIG. 8 a;
  • FIG. 8 c shows a longitudinal cross-section of the bearing adapter pad of FIG. 8 b viewed on the central plane of symmetry;
  • FIG. 8 d shows a lateral cross-section of the bearing adapter pad of FIG. 8 b as viewed on the central plane of symmetry;
  • FIG. 8 e is an isometric view, from above, of an alternate pad to that of FIG. 8 b in which the top of the pad has a slot extending laterally across a central region thereof;
  • FIG. 8 f shows a cross-section of the alternate pad of FIG. 8 e taken on the longitudinal plane of symmetry thereof;
  • FIG. 8 g shows a section on the longitudinal plane of symmetry of an alternate pad to that of FIG. 8 a having an array of internal hollows within a central portion thereof;
  • FIG. 8 h shows a section on the lateral plane of symmetry of the pad of FIG. 8 g;
  • FIG. 8 i shows an isometric view of an alternate bearing adapter and pad combination to that of FIG. 8 a ; employing a pair of pads having a central gap therebetween;
  • FIG. 9 a shows an isometric underside view of an alternate pad and bearing adapter combination to that of FIG. 8 a ; in which the underside of the pad has reliefs;
  • FIG. 9 b shows an isometric view, from above, of an alternate bearing adapter and pad combination to that of FIG. 8 a having reliefs on the upper side of the pad;
  • FIG. 9 c shows a view similar to FIG. 9 a , but of an alternate pad wherein the pad has reliefs extending fully therethrough;
  • FIG. 10 a shows an isometric view from above of an alternate bearing adapter and pad combination to that of FIG. 8 a , having an array of longitudinally extending slots;
  • FIG. 10 b shows an underside isometric view of the bearing adapter and pad combination of FIG. 10 a;
  • FIG. 10 c shows a section on the lateral plane of symmetry of the pad of FIG. 10 a
  • FIG. 10 d shows a lateral cross-section of an alternate pad to that of FIG. 10 c;
  • FIG. 10 e shows a lateral cross-section of an alternate pad of FIG. 10 c
  • FIG. 10 f shows an isometric view from above of an alternate pad to that of FIG. 8 a ; having a central portion of a different resiliency than the end portions;
  • FIG. 10 g shows an isometric view from above of an alternate bearing adapter and pad combination to that of FIG. 8 a in which the pad has a perforated medial portion;
  • FIG. 11 a shows an isometric view fro above of an alternate bearing adapter, pad and pedestal seat assembly to that of FIG. 8 a;
  • FIG. 11 b shows a side view of a pedestal seat member for the assembly of FIG. 11 a;
  • FIG. 11 c shows an isometric view, from above, of an alternate pedestal seat member to that of FIG. 11 b;
  • FIG. 11 d shows a top view of the pedestal seat member of FIG. 11 c
  • FIG. 11 e shows a side view of the pedestal seat member of FIG. 11 c
  • FIG. 12 a shows an exploded isometric view, from above, of an alternate combination of bearing adapter and pad to that of FIG. 4 a;
  • FIG. 12 b shows an exploded isometric view, from above, of an alternate combination of bearing adapter and pad to that of FIG. 4 a;
  • FIG. 12 b shows a cross-section along the longitudinal plane of symmetry of the bearing adapter and pad of FIG. 12 a , as assembled;
  • FIG. 12 c is a section on the central, lateral plane of symmetry of the pad of FIG. 12 a;
  • FIG. 12 d shows a section of an alternate bearing adapter and pad combination to that of FIG. 12 a at the lateral plane of symmetry thereof, as installed in a pedestal seat;
  • FIG. 12 e shows a section of the bearing adapter and pad combination of FIG. 12 d on the longitudinal plane of symmetry thereof;
  • FIG. 13 a shows a cross-section on a longitudinal plane of symmetry of an integrated bearing, bearing adapter pad
  • FIG. 13 b is a half end view, half section of the assembly of FIG. 13 a , as viewed looking along the long axis of the bearing, the half section being a view on section ‘ 13 b - 13 b ’ of FIG. 13 a on section ‘ 13 b - 13 b’.
  • the longitudinal direction is defined as being coincident with the rolling direction of the rail road car, or rail road car unit, when located on tangent (that is, straight) track.
  • the longitudinal direction is parallel to the center sill, and parallel to the side sills, if any.
  • vertical, or upward and downward are terms that use top of rail, TOR, as a datum.
  • lateral, or laterally outboard refers to a distance or orientation relative to the longitudinal centerline of the railroad car, or car unit.
  • longitudinal inboard is a distance taken relative to a mid-span lateral section of the car, or car unit.
  • Pitching motion is angular motion of a railcar unit about a horizontal axis perpendicular to the longitudinal direction.
  • Yawing is angular motion about a vertical axis.
  • Roll is angular motion about the longitudinal axis.
  • This description relates to rail car trucks and truck components.
  • AAR standard truck sizes are listed at page 711 in the 1997 Car & Locomotive Cyclopedia .
  • GWR maximum gross car weight on rail
  • 50 Ton corresponds to 177,000 lbs.
  • 70 Ton corresponds to 220,000 lbs.
  • 100 Ton corresponds to 263,000 lbs.
  • 125 Ton corresponds to 315,000 lbs.
  • the load limit per truck is then half the maximum gross car weight on rail.
  • Two other types of truck are the “110 Ton” truck for railcars having a 286,000 lbs.
  • damper wedges tend to be mounted within an angled “bolster pocket” formed in an end of the truck bolster.
  • each wedge may then have a generally triangular shape, one side of the triangle being, or having, a bearing face, a second side which might be termed the bottom, or base, forming a spring seat, and the third side being a sloped side or hypotenuse between the other two sides.
  • the first side may tend to have a substantially planar bearing face for vertical sliding engagement against an opposed bearing face of one of the sideframe columns.
  • the second face may not be a face, as such, but rather may have the form of a socket for receiving the upper end of one of the springs of a spring group.
  • the third face, or hypotenuse may appear to be generally planar, it may tend to have a slight crown, having a radius of curvature of perhaps 60′′.
  • the crown may extend along the slope and may also extend across the slope.
  • the end faces of the wedges may be generally flat, and may have a coating, surface treatment, shim, or low friction pad to give a smooth sliding engagement with the sides of the bolster pocket, or with the adjacent side of another independently slidable damper wedge, as may be.
  • the sideframe may tend to rotate, or pivot, through a small range of angular deflection about the end of the truck bolster to yield wheel load equalization.
  • the slight crown on the slope face of the damper may tend to accommodate this pivoting motion by allowing the damper to rock somewhat relative to the generally inclined face of the bolster pocket while the planar bearing face remains in planar contact with the wear plate of the sideframe column.
  • the slope face may have a slight crown, for the purposes of this description it will be described as the slope face or as the hypotenuse, and will be considered to be a substantially flat face as a general approximation.
  • wedges have a primary angle ⁇ , being the included angle between (a) the sloped damper pocket face mounted to the truck bolster, and (b) the side frame column face, as seen looking from the end of the bolster toward the truck center.
  • a secondary angle may be defined in the plane of angle ⁇ , namely a plane perpendicular to the vertical longitudinal plane of the (undeflected) side frame, tilted from the vertical at the primary angle. That is, this plane is parallel to the (undeflected) long axis of the truck bolster, and taken as if sighting along the back side (hypotenuse) of the damper.
  • the secondary angle ⁇ is defined as the lateral rake angle seen when looking at the damper parallel to the plane of angle ⁇ . As the suspension works in response to track perturbations, the wedge forces acting on the secondary angle ⁇ may tend to urge the damper either inboard or outboard according to the angle chosen.
  • FIG. 1 a shows an example of a three piece truck 20 such as might most commonly be installed under a railroad freight car body.
  • Truck 20 may have a 3 ⁇ 3, 3:2:3, 5 ⁇ 3, 2 ⁇ 4, 2:3:2 or other suitable spring group arrangement, and is intended to be generically representative in this regard without need for multiple illustrations of truck variations.
  • Truck 20 may be suitable for a variety of general purpose uses, which may include carrying relatively low density, high value lading, such as automobiles or consumer products, or for carrying denser semi-finished industrial goods, such as might be carried in rail road freight cars for transporting rolls of paper, or for carrying bulk commodities such as grain, plastic pellets, potash, ores, or coal.
  • Truck 20 is intended to be illustrative of a wide range of truck types.
  • Truck 20 is symmetrical about both the longitudinal and transverse, or lateral, centreline axes. In each case, where reference is made to a sideframe, it will be understood that the truck has first and second sideframes, first and second spring
  • Trucks 20 has a truck bolster 24 and sideframes 26 .
  • Each sideframe 26 has a generally rectangular window 28 that accommodates one of the ends 30 of bolster 24 .
  • the upper boundary of window 28 is defined by the sideframe arch, or compression member identified as top chord member 32
  • the bottom of window 28 is defined by a tension member identified as bottom chord 34 .
  • the fore and aft vertical sides of window 28 are defined by sideframe columns 36 .
  • the ends of the tension member sweep up to meet the compression member.
  • Each fitting 38 accommodates an upper fitting, which may be a seat. This upper fitting, is indicated generically as 40 .
  • Fitting 40 may engage a mating fitting 42 mounted to the upper surface of a bearing adapter 44 .
  • Fitting 42 may be a resilient member, and may be an elastomeric member such as, or similar to a “Pennsy” pad, that may deflect longitudinally in shear during operation to give a measure of self-steering capability to truck 20 .
  • Bearing adapter 44 engages a bearing 46 mounted on one of the ends of one of the axles 48 of the truck adjacent one of the wheels 50 .
  • a fitting 40 is located in each of the fore and aft pedestal fittings 38 , the fittings 40 being longitudinally aligned.
  • the relationship of the mating fittings 40 and 42 is described at greater length below.
  • the relationship of these fittings determines part of the overall relationship between an end of one of the axles of one of the wheelsets and the sideframe pedestal. That is, in determining the overall response, the degrees of freedom of the mounting of the axle end in the sideframe pedestal involve a dynamic interface across an assembly of parts, such as may be termed a wheelset to sideframe interface assembly. Several different embodiments of this wheelset to sideframe interface assembly are described below.
  • items 40 and 42 are intended generically to represent the combination of features of a bearing adapter and pedestal seat assembly defining the interface between the roof of the sideframe pedestal and the bearing adapter, and the six degrees of freedom of motion at that interface, namely vertical, longitudinal and transverse translation (i.e., translation in the z, x, and y directions) and pitching, rolling, and yawing (i.e., rotational motion about the y, x, and z axes respectively) in response to dynamic inputs.
  • vertical, longitudinal and transverse translation i.e., translation in the z, x, and y directions
  • pitching, rolling, and yawing i.e., rotational motion about the y, x, and z axes respectively
  • the bottom chord or tension member 34 of sideframe 26 may have a basket plate, or lower spring seat 52 rigidly mounted thereto.
  • Spring seat 52 may have retainers for engaging the springs 54 of a spring set, or spring group, 56 , whether internal bosses, or a peripheral lip for discouraging the escape of the bottom ends of the springs.
  • the spring group, or spring set 56 is captured between the distal end 30 of bolster 24 and spring seat 52 , being placed under compression by the weight of the rail car body and lading that bears upon bolster 24 from above.
  • Bolster 24 may have double, inboard and outboard, bolster pockets 60 , 62 on each face of the bolster at the outboard end (i.e., for a total of 8 bolster pockets per bolster, 4 at each end).
  • Bolster pockets 60 , 62 accommodate fore and aft pairs of first and second, laterally inboard and laterally outboard friction damper wedges 64 , 66 and 68 , 70 , respectively.
  • Each bolster pocket 60 , 62 has an inclined face, or damper seat 72 , that mates with a similarly inclined hypotenuse face 74 of the damper wedge, 64 , 66 , 68 and 70 .
  • wedges 64 , 66 each sit over a first, inboard corner spring 76 , 78 , and wedges 68 , 70 each sit over a second, outboard corner spring 80 , 82 .
  • Angled faces 74 of wedges 64 , 66 and 68 , 70 ride against the angled faces of respective seats 72 .
  • This arrangement may be referred to as a “double damper” arrangement in which a pair of laterally spaced dampers works against each sideframe column, in contrast to the arrangement of FIG. 1 e , which shows a single damper arrangement, namely a single damper acting against each sideframe column.
  • This arrangement of FIG. 1 d may also be referred to as a “four cornered” damper arrangement, since there are four dampers at each end of the bolster, those four dampers being arranged in a rectangular manner.
  • a middle end spring 96 bears on the underside of a land 98 located intermediate bolster pockets 60 and 62 .
  • the top ends of the central row of springs, 100 seat under the main central portion 102 of the end of bolster 24 .
  • each damper is individually sprung by one or another of the springs in the spring group.
  • the static compression of the springs under the weight of the car body and lading tends to act as a spring loading to bias the damper to act along the slope of the bolster pocket to force the friction surface against the sideframe.
  • Friction damping is provided when the vertical sliding faces 90 of the friction damper wedges 64 , 66 and 68 , 70 ride up and down on friction wear plates 92 mounted to the inwardly facing surfaces of sideframe columns 36 . In this way the kinetic energy of the motion is, in some measure, converted through friction to heat. This friction may tend to damp out the motion of the bolster relative to the sideframes.
  • the bearing plate namely sideframe column wear plate 92 ( FIG. 1 a ) may be significantly wider than the through thickness of the sideframes more generally, as measured, for example, at the pedestals, and may tend to be wider than has been conventionally common.
  • This additional width corresponds to the additional overall damper span width measured fully across the damper pairs, plus lateral travel. That is, rather than having the width of one coil, plus allowance for travel, plate 92 may have the width of three coils, plus allowance to accommodate travel to either side.
  • Bolster 24 has inboard and outboard gibs 106 , 108 respectively, that bound the lateral motion of bolster 24 relative to sideframe columns 36 .
  • truck 20 employs a spring group in a 3 ⁇ 3 arrangement, this is intended to be generic, and to represent a range of variations. They may represent 3 ⁇ 5, 2 ⁇ 4, 3:2:3 or 2:3:2 arrangement, or some other, and may include a hydraulic snubber, or such other arrangement of springs may be appropriate for the given service for the railcar for which the truck is intended.
  • FIGS. 1 f to 1 j pertain to an embodiment of sideframe such as may be used in truck 20 .
  • the friction damper elements, often damper wedges, mounted in the bolster pockets may be made of iron or steel, and may not necessarily have non-metallic wear members.
  • a sideframe 120 may include sideframe columns 122 , 124 on either side of the sideframe window 28 .
  • Those sideframe columns may support a wear plate backing member, or backing frame 126 .
  • Backing frame 126 may have angled gusset reinforcement, and internal web reinforcements outside and inside the sideframe castings.
  • a wear plate member 130 may be mounted to backing frame 126 .
  • Wear plate 130 may have countersunk bores, as at 132 , by which fasteners may be introduced to mount wear plate 130 in place.
  • Wear plate 130 may be made of an iron or steel member for working against a non-metallic shoe, or wear member of an opposed damper.
  • wear plate 130 may be a non-metallic friction member, akin to a brake shoe or clutch lining, such as may be replaced from time to time when worn.
  • wear plate 130 may be made of, or faced with, a non-metallic wear material having a tendency not to exhibit stick slip behaviour when working in co-operation with steel or iron faced dampers.
  • Wear member 130 may have dynamic and static coefficients of friction that are, or are substantially, the same. Those co-efficients of friction may be in the range of 0.15 to 0.35, and may be about 0.20 (+/ ⁇ 20%) or may be about 0.30 (+/ ⁇ 20%)
  • sideframe 120 has a dual wear plate mounting, where left and right hand wear plate portions 134 and 136 are mounted side-by-side by mechanical fasteners to the sideframe column.
  • the frontal area of the non-metallic member may exceed, and may substantially exceed, the surface area of the steel or cast iron member working against it.
  • the area of the non-metallic friction wear member mounted to the sideframe column is more than twice as great as the working surface of the front face of the co-operable damper wedge.
  • FIG. 1 e shows an example of an alternate three piece railroad car truck, shown generally as 250 .
  • Truck 250 has a truck bolster 252 , and a pair of sideframes 254 .
  • the spring groups of truck 250 are indicated as 256 .
  • Spring groups 256 are spring groups having three springs 258 (inboard corner), 260 (center) and 262 (outboard corner) most closely adjacent to the sideframe columns 254 .
  • a motion calming, kinematic energy dissipating element, in the nature of a friction damper 264 , 266 is mounted over each of central springs 260 .
  • Friction damper 264 , 266 has a substantially planar friction face 268 mounted in facing, planar opposition to, and for engagement with, a side frame wear member in the nature of a wear plate 270 mounted to sideframe column 254 .
  • the base of damper 264 , 266 defines a spring seat, or socket 272 into which the upper end of central spring 260 seats.
  • Damper 264 , 266 has a third face, being an inclined slope or hypotenuse face 274 for mating engagement with a sloped face 276 inside sloped bolster pocket 278 .
  • Truck 250 also has wheelsets whose bearings are mounted in the pedestal 284 at either ends of the side frames 254 . Each of these pedestals may accommodate one or another of the sideframe to bearing adapter interface assemblies described above and may thereby have a measure of self steering.
  • FIG. 2 shows an isometric view of an end portion of a truck bolster 210 such as might be used in truck 20 of FIG. 1 a .
  • Bolster 210 is symmetrical about the central longitudinal vertical plane of the bolster (i.e., cross-wise relative to the truck generally) and symmetrical about the vertical mid-span section of the bolster (i.e., the longitudinal plane of symmetry of the truck generally, coinciding with the railcar longitudinal center line).
  • Bolster 210 has a pair of spaced apart bolster pockets 212 , 214 for receiving damper wedges 216 , 218 .
  • Pocket 212 is laterally inboard of pocket 214 relative to the side frame of the truck more generally.
  • Wear plate inserts 220 , 222 are mounted in pockets 212 , 214 along the angled wedge face.
  • Wedges 216 , 218 have a primary angle, a as measured between vertical and the angled trailing vertex 228 of outboard face 230 .
  • primary angle ⁇ may tend to lie in the range of 35-55 degrees, possibly about 40-50 degrees.
  • This same angle ⁇ is matched by the facing surface of the bolster pocket, be it 212 or 214 .
  • a secondary angle ⁇ gives the inboard, (or outboard), rake of the sloped surface 224 , (or 226 ) of wedge 216 (or 218 ).
  • the true rake angle can be seen by sighting along plane of the sloped face and measuring the angle between the sloped face and the planar outboard face 230 .
  • the rake angle is the complement of the angle so measured.
  • the rake angle may tend to be greater than 5 degrees, may lie in the range of 5 to 20 degrees, and is preferably about 10 to 15 degrees. A modest rake angle may be desirable.
  • the damper wedges may tend to work in their pockets.
  • the rake angles yield a component of force tending to bias the outboard face 230 of outboard wedge 218 outboard against the opposing outboard face of bolster pocket 214 .
  • the inboard face of wedge 216 may tend to be biased toward the inboard planar face of inboard bolster pocket 212 .
  • These inboard and outboard faces of the bolster pockets may be lined with a low friction surface pad, indicated generally as 232 .
  • the left hand and right hand biases of the wedges may tend to keep them apart to yield the full moment arm distance intended, and, by keeping them against the planar facing walls, may tend to discourage twisting of the dampers in the respective pockets.
  • Bolster 210 includes a middle land 234 between pockets 212 , 214 , against which another spring 236 may work.
  • Middle land 234 is such as might be found in a spring group that is three (or more) coils wide. However, whether two, three, or more coils wide, and whether employing a central land or no central land, bolster pockets can have both primary and secondary angles as illustrated in the example embodiment of FIG. 5 a , with or without wear inserts.
  • the opposing side frame column wear plates need not be monolithic. That is, two wear plate regions could be provided, one opposite each of the inboard and outboard dampers, presenting planar surfaces against which the dampers can bear. The normal vectors of those regions may be parallel, the surfaces may be co-planar and perpendicular to the long axis of the side frame, and may present a clear, un-interrupted surface to the friction faces of the dampers.
  • a damper which may be in the form of a damper wedge 310 is shown such as may be used in truck 20 , or any other double damper truck described herein, such as may have appropriately formed, mating bolster pockets.
  • Damper 310 is similar to damper 300 , but may include both primary and secondary angles. Damper 310 may, arbitrarily, be termed a right handed damper wedge.
  • FIGS. 3 a - 3 e are intended to be generic such that it may be understood also to represent the left handed, mirror image of a mating damper with which damper 310 would form a matched pair.
  • Damper 310 has a body 312 that may be made by casting or by another suitable process.
  • Body 312 may be made of steel or cast iron, and may be substantially hollow.
  • Body 312 has a first, substantially planar platen portion 314 having a first face for placement in a generally vertical orientation in opposition to a sideframe bearing surface, for example, a wear plate mounted on a sideframe column.
  • Platen portion 314 may have a rebate, or relief, or depression formed therein to receive a bearing surface wear member, indicated as member 316 .
  • Member 316 may be a material having specific friction properties when used in conjunction with the sideframe column wear plate material.
  • member 316 may be formed of a brake lining material, and the column wear plate may be formed from a high hardness steel.
  • damper wedge 310 may have steel or cast iron wear plates for member 316 , or may dispense with a wear plate insert, and may employ a monolithic steel or cast iron wedge. Such a wedge may work against a non-metallic wear plate member mounted to the sideframe column, as described in the context of FIGS. 1 f to 1 j herein.
  • Body 312 may include a base portion 318 that may extend rearwardly from, and generally perpendicularly to, platen portion 314 .
  • Base portion 318 may have a relief 320 formed therein in a manner to form, roughly, the negative impression of an end of a spring coil, such as may receive a top end of a coil of a spring of a spring group, such as spring 262 .
  • Base portion 318 may join platen portion 314 at an intermediate height, such that a lower portion 321 of platen portion 314 may depend downwardly therebeyond in the manner of a skirt. That skirt portion may include a corner, or wrap around portion 322 formed to seat around a portion of the spring.
  • Body 312 may also include a diagonal member in the nature of a sloped member 324 .
  • Sloped member 324 may have a first, or lower end extending from the distal end of base portion 318 and running upwardly and forwardly toward a junction with platen portion 314 .
  • An upper region 326 of platen portion 314 may extend upwardly beyond that point of junction, such that damper wedge 310 may have a footprint having a vertical extent somewhat greater than the vertical extent of sloped member 324 .
  • Sloped member 324 may also have a socket or seat in the nature of a relief or rebate 328 formed therein for receiving a sliding face member 330 for engagement with the bolster pocket wear plate of the bolster pocket into which wedge 310 may seat.
  • sloped member 324 (and face member 330 ) are inclined at a primary angle ⁇ , and a secondary angle ⁇ .
  • Sliding face member 330 may be an element of chosen, possibly relatively low, friction properties (when engaged with the bolster pocket wear plate), such as may include desired values of coefficients of static and dynamic friction.
  • the coefficients of static and dynamic friction may be substantially equal, may be about 0.2 (+/ ⁇ 20%, or, more narrowly +/ ⁇ 10%), and may be substantially free of stick-slip behaviour.
  • a damper wedge 332 is similar to damper wedge 310 , but, in addition to pads or inserts for providing modified or controlled friction properties on the friction face for engaging the sideframe column and on the face for engaging the slope of the bolster pocket, damper wedge 332 may have pads or inserts such as pad 334 on the side faces of the wedge for engaging the side faces of the bolster pockets. In this regard, it may be desirable for pad 334 to have low coefficients of friction, and to tend to be free of stick slip behaviour.
  • the friction materials may be cast or bonded in place, and may include mechanical interlocking features, such as shown in FIG. 6 a , or bosses, grooves, splines, or the like such as may be used for the same purpose.
  • a damper wedge 336 is provided in which the slope face insert or pad, and the side wall insert or pad form a continuous, or monolithic, element, indicated as 338 .
  • the material of the pad or insert may, again, be cast in place, and may include mechanical interlock features.
  • vertical face 268 of friction damper 264 , 266 may have a bearing surface having a co-efficient of static friction, ⁇ s , and a co-efficient of dynamic or kinetic friction, ⁇ k , that may tend to exhibit little or no “stick-slip” behaviour when operating against the wear surface of wear plate 270 .
  • the coefficients of friction are within 10% of each other.
  • the coefficients of friction are substantially equal and may be substantially free of stick-slip behaviour.
  • the coefficients of friction when dry, may be in the range of 0.10 to 0.45, may be in the narrower range of 0.15 to 0.35, and may be about 0.30.
  • Friction damper 264 , 266 may have a friction face coating, or bonded pad 286 having these friction properties, and corresponding to those inserts or pads described in the context of FIGS. 3 a - 3 h .
  • Bonded pad 286 may be a polymeric pad or coating.
  • a low friction, or controlled friction pad or coating 288 may also be employed on the sloped surface of the damper.
  • coating or pad 288 may have coefficients of static and dynamic friction that are within 20%, or, more narrowly, 10% of each other.
  • the coefficients of static and dynamic friction are substantially equal.
  • the co-efficient of dynamic friction may be in the range of 0.10 to 0.30, and may be about 0.20.
  • FIG. 4 a shows an arrangement of bearing to sideframe interface assembly that may be employed in the trucks of FIGS. 1 a and 1 e .
  • a bearing adapter 44 may be employed with a fitting such as resilient member 42 that may be in the nature of an elastomeric pad identified as resilient member 342 , such as may be a “Pennsy pad”.
  • Bearing adapter 44 may have an upper surface 344 that provides a cradle, or seat, for pad 342 .
  • the upper portion of bearing adapter 44 may include a central bed portion 346 .
  • Bed portion 346 may lie between a pair of lateral indexing features, such as may be in the nature of longitudinally extending channels, or grooves or depressions, 348 , 350 .
  • a pair of raised, longitudinally extending lateral retainer members, or lateral abutment walls, or side walls 352 , 354 may stand upwardly of channels 348 and 350 , and may thereby bracket both channels 348 , 350 and bed portion 346 .
  • At either longitudinal end of bed 346 there may be longitudinal indexing or retainer fittings, such as may be in the nature of laterally extending depressions 356 , 358 .
  • Pad 342 may have a lower surface 360 , that is formed to engage the top of the bearing adapter in a manner inhibit migration or displacement of pad 342 relative to the bearing adapter.
  • pad 342 may have the negative image of bed 346 , with lateral indexing members, such as may be in the nature of longitudinally extending rails, or feet, 362 , 364 that seat in mating engagement in channels 348 and 350 in close fitting location between sidewalls 352 , 354 , and which may tend to bound lateral deflection or migration of pad 342 .
  • Pad 342 may also have longitudinal indexing, or keying, or retaining features such as may be in the nature of blisters, or bulges, 366 , 368 that seat in mating engagement in depressions 356 , 358 and may tend to inhibit longitudinal migration of pad 342 relative to bearing adapter 44 .
  • Pad 342 may also have, at its end regions, depending legs, or feet, 370 , 372 and end wall members, such as may be identified as skirts 374 , such as may extend laterally between feet 370 and 372 and which, when installed, may depend downwardly over a portion, or all of, end walls 376 of bearing adapter 44 .
  • Bearing adapter 44 may have a three sided shelf or ridge, 380 running about the inside of legs 370 , 372 and wall 376 in a manner to which the depending toes of feet 370 , 372 and lower edge of skirt 374 may conform.
  • Pad 342 may also include an upper surface, 382 , for mating engagement with the pedestal seat fitting, such as may be a wear liner seated in the pedestal roof, or the pedestal roof, as may be.
  • Pad 342 may be a single resilient member 384 , such as may be a monolithic cast material, be it polyurethane or a suitable rubber or rubberlike material such as may be used, for example, in making an LC pad or a Pennsy pad.
  • An LC pad is an elastomeric bearing adapter pad available from Lord Corporation of Erie Pa.
  • An example of an LC pad may be identified as Standard Car Truck Part Number SCT 5578.
  • resilient member 384 has first and second end portions 386 , 388 for interposition between the thrust lugs of the jaws of the pedestal and the ends 390 and 391 of the bearing adapter.
  • End portions 386 , 388 may tend to be a bit undersize so that they may slide vertically into place on the thrust lugs, possibly in a modest interference fit.
  • the bearing adapter may slide into place thereafter, and again, may do so in a slight interference fit.
  • the pad namely resilient member 342 may also have a central or medial portion 394 extending between end portions 386 , 388 .
  • Medial portion 394 may extend generally horizontally inward to overlie substantial portions, if not substantially all, of the upper surface bearing adapter 44 .
  • the resilient member 342 may be formed in the manner of a Pennsy Pad.
  • FIG. 4 a shows an installation thereof.
  • the Pennsy pad may tend to permit a measure of passive steering.
  • the Pennsy pad installation of FIGS. 4 a - 4 d may be installed in the sideframe of FIG. 1 a , in combination with a four cornered damper arrangement, as indicated in FIGS. 1 a - 1 d or in the single damper arrangement of FIG. 1 e .
  • the truck of FIG. 1 e may be taken as being a Barber S2HD truck.
  • the truck of FIG. 1 a may be taken to be a Barber S2HD truck modified to carry a four-cornered damper arrangement, as described above.
  • the resilient member which may be an elastomer, and may be a man made polymer having an elastic response, is assumed to be in extensive surface contact with both an underlying member, in the nature of the interface with the underlying bearing adapter, and in extensive surface contact with an overlying member, such as a pedestal seat, or, in some instances, with the pedestal roof itself where no intermediate member is employed.
  • the resilient member is understood to be squeezed bodily between these two interfaces, and to transmit the vertical load imposed during normal operation. That is, the resilient member is expected to transmit a vertical load that is imposed in a direction through the thickness of the material.
  • the gap formed may tend to yield a vertical load path discontinuity.
  • This vertical load path discontinuity may tend to cause the vertical loads from the sideframe pedestal to be passed into the bearing in a manner in which the vertical load is shed, or shared, laterally to a greater extent than might be the case but for that discontinuity.
  • This load shedding, or sharing, to either side of top dead center of the bearing races may tend to increase roller loading away from top dead center, and reduce, or moderate it at top dead center.
  • the extent to which this load shedding or load sharing may occur may be greater, or lesser depending on the geometry chosen.
  • the geometry is chosen to maintain a gap at all times, including under the most extreme vertical design load.
  • it may be chosen to maintain a gap at the mean loading of the bearing races when the truck is carrying its full rated load, be it half a 263,000 lb car, half a 286,000 lb car or half a 315,000 lb car.
  • it may be chosen to maintain a gap at the mean loading plus one, two or three standard deviations from the mean loading, based on recorded load histories.
  • This type of bearing adapter and pad arrangement, or the other embodiments described hereinbelow is not necessarily limited to four wheeled trucks, such as three piece freight car trucks, for example, but may also be used in a six wheeled truck or an eight wheeled truck, or other truck.
  • FIGS. 4 b and 4 c include illustrations of bearing 46 that are based on the bearing cross-section illustration shown on page 812 of the 1997 Car and Locomotive Cyclopedia . That illustration was provided to the Cyclopedia courtesy of Brenco Inc., of Orlando, Va.
  • Bearing 46 may be an assembly of parts including an inner ring 760 , a pair of tapered roller assemblies 762 whose inner ring engages axle 752 , and an outer ring member 764 whose inner frustoconical bearing surfaces engage the rollers of assemblies 762 .
  • the entire assembly, including seals, spacers, and backing ring may be held in place by an end cap 766 mounted to the end of axle 752 .
  • bearing adapter arches 114 , 116 are provided, in part, to illustrate the location of the bearing adapter arches 114 , 116 , relative to the bearing casing or outer ring member 764 , those arches lying in generally parallel planes and being spaced in the axial direction of the bearing sufficiently far apart to bracket the casing, such that the body of the bearing adapter, namely the central portion between the two arches, overspans, and brackets or straddles, the bearing races. That is, the bearing races lie axially between the two end arches.
  • the apex of the arches, and the center, or central portion, of the body of the bearing adapter, in the centered, at-rest position, may tend to lie directly above the uppermost rollers of the bearing races.
  • FIGS. 4 e - 4 g show views of bearing adapter 44 , having underside grooving, 392 in the nature of a pair of laterally extending tapered lobate depressions, cavities, rebates, or reliefs 395 , 396 separated by a central bridge region 398 having a deeper section and flanks that taper into reliefs 395 , 396 .
  • Reliefs 395 , 396 may have a major axis that runs laterally with respect to the bearing adapter itself, but, as installed, runs axially with respect to the axis of rotation of the underlying bearing. This major axis may lie at the apex of the under side of bearing adapter 44 , parallel to the axis of rotation of bearing 46 .
  • reliefs 395 , 396 may tend to leave a generally H-shaped footprint on the circumferential surface 400 that seats upon the outside of bearing 46 , in which the two side regions, or legs, of the H form lands or pads 402 , 404 joined by a relatively narrow waist, namely bridge region 398 .
  • reliefs 395 , 396 may tend to run, or extend, predominantly along the apex of the profile, between the pads, or lands, that lie to either side. This configuration may tend to spread the sideframe pedestal load into pads 402 , 404 and thence into bearing 46 .
  • reliefs 395 , 396 may tend to prevent the vertical load being passed in a concentrated manner predominantly into the top rollers in the bearing. Instead, it may perhaps tend to be spread between several rollers in each race somewhat more or less evenly, than might otherwise be the case.
  • Central bridge region 398 may seat above a section of the bearing casing under which there is no race, rather than directly over one of the races.
  • reliefs 394 , 396 may seat over top center position of the rollers in the bearing races, tending to cause the load to be passed into the bearing casing to either side of the top roller. It is thought that this may tend to encourage longer bearing life.
  • each of reliefs 394 , 396 may be taken, on a circumferential arc measurement, to be wider than the width of a roller.
  • rebate 392 may be larger, or wider, than 15 degrees of arc as measured from the center of rotation of the bearing.
  • FIGS. 5 a - 5 d show an alternate combination of a bearing adapter 410 and resilient member, or pad, 412 to that described above.
  • Pad 412 may be identical to resilient member 342 .
  • the underside of bearing adapter 410 may have a circumferentially extending medial groove, channel or rebate 414 , having an apex lying on the transverse plane of symmetry of bearing adapter 410 , but also a laterally extending underside groove, channel, slot or rebate 416 such as may tend to lie parallel to the underlying longitudinal axis of the wheelset shaft and bearing centreline (i.e., the axial direction) such that the underside of bearing adapter 410 has four corner lands or pads 418 arranged in an array for seating on the casing of the bearing.
  • each of the pads, or lands may be formed on a curved surface having a radius conforming to a body of revolution such as the outer casing of the bearing.
  • Rebate 416 may tend to lie along the apex of the arch of the underside of bearing adapter 410 .
  • Rebates 414 and 416 may intersect as shown, form a cross.
  • Rebate 416 may be relatively the shallower, and may be gently radiused into the surrounding bearing adapter body.
  • the body of bearing adapter 410 is more or less symmetrical about both its longitudinal central vertical plane (i.e., on installation, that plane lying vertical and parallel to, if not coincident with, the longitudinal vertical central plane of the sideframe), and also about its transverse central plane (i.e., on installation, that plane extending vertically radially from the center line of the axis of rotation of the bearing and of the wheelset shaft).
  • axial rebate 416 may tend to lie at the section of minimum cross-sectional area of bearing adapter 410 .
  • Rebates 414 and 416 may tend to divide, and spread, the vertical load carried through the rocker element over a larger area of the casing of the bearing, and hence more evenly to distribute the load into the rollers of the bearing than might otherwise be the case.
  • the width of rebate 416 may correspond roughly to the width of one roller.
  • FIGS. 6 a to 6 d show an alternate combination of bearing adapter and resilient pad member to that of FIG. 4 a or 5 a .
  • a bearing adapter is identified as 420 .
  • the resilient pad may be taken as being the same as resilient member 342 described above.
  • Bearing adapter 420 may have a circumferentially extending groove 422 formed therein, which may be generally similar to rebate 414 of bearing adapter 410 . However, rather than having an underside lateral groove, bearing adapter 420 may have a topside that is the same as, or substantially similar to that of bearing adapter 44 , or 340 , except insofar as it has a lateral relief, groove, slot, rebate or channel 424 that may be centered over, and may run parallel to, the axis of rotation of bearing 46 . Channel 424 may tend to separate the upper surface of the bed of bearing adapter 420 into two regions 426 and 428 .
  • the transition from regions 426 and 428 into channel 424 may be on relatively large radii, and the walls of channel 424 may be inclined, or chamfered as well.
  • the depth of channel 424 may be of the order of 1 ⁇ 3 to 1 ⁇ 8 of its overall width.
  • the width of channel 424 may correspond to about the arc of one roller of the underlying bearing 46 .
  • the upper surface of bearing adapter 420 may be substantially the same as bearing adapter 44 or 340 .
  • bearing adapter 430 there is a bearing adapter 430 , and a resilient pad 432 which may be taken as being the same as resilient member 342 .
  • Bearing adapter 430 may be taken as being the same as bearing adapter 420 except insofar as bearing adapter 430 may employ cusp shaped reliefs or rebates 434 , 436 , in place of a full lateral slot, such as channel 424 .
  • Rebates 434 , 436 may have the same general shape in plan view as the underside reliefs shown in FIGS. 4 a - 4 d .
  • Rebates 434 , 436 may be gently merged into the surrounding structure, as by having angled or chamfered walls that are smoothly radiused into top surface portion 438 and into the adjacent longitudinally extending grooves or channels, 440 .
  • the size of rebates 434 , 436 may correspond to the size of one roller of the underlying bearing 46 , and may, at their greatest width, subtend about 15-20 degrees of arc as measured from the center of rotation of bearing 46 .
  • the dimension of the larges width of rebate 434 - 436 measured perpendicular to the axis of bearing 46 may be in the range of about 1 ⁇ 2 to 1 inch.
  • bearing adapter 450 may have an underside 453 , and therefore an underside interface with bearing 46 , that is the same, or substantially the same as the underside of bearing adapter 430 or 420 , which may include arches for bracketing the outer ring, or casing, of bearing 46 and a circumferentially extending groove as previously described herein.
  • Bearing adapter 450 may also have an upper surface, or upper interface for mating with resilient pad member 452 , that is substantially the same as the upper surface of bearing adapter 44 or 340 previously described.
  • Resilient member 452 may be substantially the same as, or similar to, resilient member 342 , and may differ therefrom to the extent that the underside of resilient member 452 may have a laterally extending slot, relief, rebate or channel 454 that extends fully thereacross.
  • Channel 454 may have inclined or chamfered flanks, and the flanks may be smoothly radiused into the back 456 of channel 454 and the adjacent lands 458 and 460 lying to either side thereof, and through which vertical loads may tend to be passed into the upwardly facing bed surface of bearing adapter 450 .
  • bearing adapter 450 may be combined with a mating resilient member 462 .
  • Resilient member 462 may tend to be substantially the same as resilient member 452 , but rather than having a channel in the downwardly facing surface, resilient member 452 may have a laterally extending channel 464 formed in the upwardly facing interface portion thereof, thereby dividing the upper surface into a pair of spaced apart land regions 466 , 468 lying to either side of channel 464 .
  • the width of channel 464 may be similar to that of channel 454 , and may correspond to the width of one roller of the underlying bearing.
  • channel 464 may have chamfered flanks, or sides, or slopes, and those slopes may be smoothly radiused into the back of the channel and into the adjoining interface regions 466 , 468 that bear against the underside of the pedestal seat, or pedestal roof, as may be.
  • bearing adapter 450 may be surmounted by a resilient member 470 .
  • Pad member 470 may have a central region 472 having formed within it internal features 474 of lesser stiffness than the body of the adjacent regions 475 and 476 lying to either side thereof. That is, the material of which resilient member 470 is made may have a bulk modulus of elasticity of some value.
  • the bulk modulus of elasticity of the material of features 474 may be of some lesser value, such that, one a vertical displacement is imposed upon the upper surface 476 of resilient member 470 , as might be done by a vertically loaded member whose stiffness is much greater than resilient member 470 , such as a reinforced pedestal seat or pedestal roof, the mean force per unit area developed in central region 472 may be less, if not much less, than the corresponding mean force per unit area of the adjacent regions.
  • internal features 474 may be substantially completely gas, such as air or carbon dioxide. It may be that features 474 may have the form of blind bores 478 of circular section, extending some distance along resilient member 470 , being centered on the lateral plane of symmetry of resilient member 470 . It may be that the length of bores 478 may correspond roughly to one roller or underlying bearing 46 , or perhaps as much as 11 ⁇ 2 rollers. In one embodiment, features 474 are more highly concentrated over the axial position of the underlying bearing races.
  • bearing adapter 450 is surmounted by a pair of first and second resilient members 480 , 482 that, taken together, are substantially the same as resilient member 342 , except insofar as there is a gap 484 between them when installed.
  • First and second resilient members 480 , 482 may be equal in size, such that the resultant gap, 484 may tend to be centered over, and may have roughly the same circumferential extent as, a roller of underlying bearing 46 .
  • the substantially planar inwardly extending regions 481 and 483 of resilient members 480 , 482 may, between them, overlay more than 2 ⁇ 3 of the substantially horizontal, upwardly facing surface of bearing adapter 450 .
  • each of regions 481 and 483 may overlie more than 1 ⁇ 3 of the upwardly facing surface, and less than 9/20 of that surface. In one embodiment they may each overlie between 35 and 45% of the surface.
  • a bearing adapter such as bearing adapter 450
  • a bearing adapter 450 may be surmounted by a resilient member having cusp shaped reliefs or rebates formed therein, of similar nature, and shape, to those previously described.
  • Those cusps may be identified as 488 , 490 , in the underside of resilient member 492 of FIG. 9 a , or as cusps 494 , 496 in the upper surface of resilient member 498 of FIG. 9 b , or cusps 500 , 502 that extend fully through resilient member 504 of FIG. 9 c .
  • the cusps may tend to yield a region above the top central portion of the underlying bearing races through which reduced vertical loading is passed from the pedestal roof to the bearing adapter.
  • bearing adapter 450 may be surmounted by a resilient member 510 , 512 or 514 , each having an array of longitudinally extending slots be it 516 , 518 or 520 .
  • Array 516 may extend through the full depth of section
  • array 518 may be formed in the upper portion, and extend only partially through the section
  • array 520 may be formed in the lower portion and extend upwardly only partially though the section.
  • the central region 522 , 524 or 526 of each resilient member may tend to have a lower mean vertical stiffness per unit area than the adjacent regions of unslotted material to either side thereof. consequently, vertical loads may tend to be passed predominantly to either side of the central slotted region. This central slotted region may tend to lie over the top center of the bearing, and over the top center of the races of the bearing.
  • bearing adapter 450 is surmounted by a mating resilient member 530 that is substantially the same as resilient member 342 except insofar as it has end regions 532 , 534 that are made of a material having a first bulk modulus of elasticity, or a first response to vertical loading, and a central region 536 that has a second bulk modulus of elasticity, or a second response to vertical loading.
  • regions 532 and 534 may be made of a higher density polymeric material than central region 536 .
  • Central region 536 may have a lower vertical stiffness per unit area than adjacent regions 532 and 534 , such that when squeezed between the pedestal roof and the bearing adapter, as by a vertical load, the force transmitted through regions 532 and 534 may tend to be disproportionately greater on a force per unit area basis than through region 536 .
  • Region 536 may have a width corresponding to the width of roughly a single roller of bearing 46 .
  • bearing adapter 450 may be surmounted by a resilient member 540 .
  • Resilient member 540 may have an array of bores, or voids, 542 formed therein in a central region 544 . Adjacent regions 546 and 548 may lack such bores or voids.
  • the mean vertical stiffness per unit area of central region 544 may be less than the corresponding mean vertical stiffness per unit area of regions 546 , 548 , such that vertical loading of resilient member, as when loaded by vertical forces imposed by a sideframe pedestal, may tend to be carried preferentially, or disproportionately by the adjacent regions 546 or 548 .
  • Voids 542 may extend fully through the thickness of region 544 , or may extend only partially therethrough.
  • an alternate wheelset to sideframe pedestal interface assembly may include bearing adapter 450 mounted to bearing 46 .
  • Resilient member 342 may be mounted to bearing adapter 450 .
  • Another member 550 may be mounted between resilient member 342 and the pedestal roof 552 .
  • Member 550 may be a pedestal seat 554 having a downwardly facing pad engagement interface, indicate generally as 556 , and an upwardly facing surface 558 for mating with the pedestal roof.
  • Pedestal seat 550 may have the general form of a Dynaclip pedestal roof liner, including longitudinally extending members for grasping the sideframe, in the nature of sprung, curled up edges that may seat in a spring fit to the sideframe on either side of the pedestal roof.
  • Pedestal seat 554 may include a pair of spaced apart, downwardly extending pedestal, or plates, or standoffs, indicated as load transfer members 560 , 562 .
  • Members 560 , 562 stand proud of the downwardly facing intervening portion 564 of pedestal seat 554 be a height (or depth, as it my alternately be termed) that may be as great as, or greater than, the deflection of the underlying resilient member 342 when truck 20 is loaded to some level, be it the full rated capacity of the truck, or some value representing the mean in service loading of the truck plus, for example, one or two standard deviations from that mean loading.
  • members 560 and 562 may be greater than the width of one roller of the rollers in the roller bearing, and may be in the range of 3 ⁇ 4 to 11 ⁇ 4 inches, and may be centered over the top of bearing 46.
  • Members 560 and 562 could also be formed from a single rectangular plate, having an H-shaped footprint defined therein, similar to the H-shaped footprint described above in the context of bearing adapters and resilient pads.
  • a pedestal seat 566 may be used in place of pedestal seat 554 .
  • Pedestal seat 566 may have sideframe indexing or engagement features, such as may be in the nature of lugs 568 , 570 formed by notching an upturned side flange. These lugs may engage a similar mating lug mounted centrally on the pedestal roof lateral centerline.
  • Pedestal seat 566 may include a central body portion 572 , which may be in the nature of a substantially rectangular plate extending between the upturned lugs, and extending under the length of the sideframe pedestal roof for a length that may generally correspond to the length of underlying bearing adapter 450 .
  • the downwardly facing resilient pad load transfer interface 574 of pedestal seat 566 may include a laterally extending slot, rebate, relief, or channel 576 formed therein, and centered over the axis of rotation of bearing 46 .
  • H-shaped land could be defined by forming cusps in seat 566 in the substantially planar horizontal central portion 572 , in the manner of the cusps described above.
  • the depth of the relief, or channel 576 may be as great as, or greater than the vertical deflection of resilient member 342 when vertical loads are passed from the pedestal seat during operation of truck 20 .
  • the depth of the relief may be based on the deflection of the resilient pad at the full rated load of the truck, at the mean loading, at the mean loading plus one, two, or three standard deviations, or another design value. In one embodiment the depth may be chosen such that, in most, if not all regimes of operation a gap may be maintained between the top of resilient member 342 and the underside of the central portion of the relief, be it channel 576 . This same criterion may apply to one or more embodiments of the other embodiments described herein for establishing a vertical load path discontinuity.
  • FIG. 11 a Whether in the context of an embodiment of FIG. 11 a , FIG. 11 c , or some other, it may be understood that a similar result may be achieved by forming a pedestal seat roof having a downwardly facing interface for mating directly with, for example, resilient member 243 , wherein that downwardly facing interface is the same, or similar to, that of either pedestal seat member 554 or 556 , having a pair of spaced apart blocks, in which the pairing of the blocks, (or a single plate formed to have an H-shaped footprint as described), and the spacing may be centered to run laterally over the axis of the bearing, such plate or profile being welded in place, for example.
  • bearing adapter 580 which may have an underside that may have a bearing engagement interface similar to that of bearing adapter 450 .
  • the top side of bearing adapter 450 may include a central region 582 , and two adjacent side regions 584 and 586 .
  • Central region 582 may be about an inch wide, and may have an upwardly facing surface 588 that is substantially planar, and that may tend to lie in a horizontal plane when installed in an at-rest position of a railroad car on level tangent track.
  • Side regions 584 and 586 may have upwardly facing surfaces that stand proud of surface 588 .
  • Side regions 584 and 586 may be formed on a radius, R 1 .
  • That radius, R 1 may be (nominally, or actually) a 60 inch crown radius, with the axis of the crown being perpendicular to the axis of rotation of bearing 46 .
  • Bearing adapter 580 has corner abutments 590 , and arches 592 , and end walls 594 .
  • the end walls and the adjacent corner abutments 590 at each end form a channel shaped opening such that, when installed, the thrust lugs of the pedestal jaws lie in the channel shaped opening.
  • a resilient member 594 seats on top of bearing adapter 580 .
  • Resilient member 594 has a central portion 596 that runs between end portions 596 and 598 .
  • End portions 594 and 598 may include downwardly depending legs 600 and 602 that may seat inside the corner abutments, and a depending skirt 604 that may seat against end wall 594 .
  • the upper surface 606 of resilient member 594 may be flat, and may matingly engage the pedestal seat or pedestal roof as may be.
  • the lower surface of central portion 596 may seat upon the upwardly facing surfaces of regions 584 and 586 .
  • the underside 608 of resilient member 594 may be formed on a radius R 2 that may be the same as, or at least nominally similar to radius R 1 , such that the part may matingly engage, and, when undeflected, may leave a gap between the underside of resilient member 594 and the upwardly facing surface of central region 582 .
  • resilient member 594 may include an internal member 610 such as may be a plate.
  • Internal member 610 may be made of a steel or predominantly iron based alloy, and may be bonded or cast inside resilient member 594 .
  • Internal member may be substantially planar, and may, in one embodiment, extend throughout the majority of the central portion of resilient member 594 .
  • there may be two internal members 610 one being located to seat predominantly, or entirely, over each of regions 584 and 586 , and being spaced apart from each other.
  • FIGS. 12 d and 12 e show another embodiment of bearing adapter and resilient pad combination.
  • the bearing adapter may once again be bearing adapter 580 , as shown in FIGS. 12 a to 12 c , and described above.
  • the resilient member may be a laminated resilient assembly 612 that may include a bottom skin, or plate 614 formed to seat upon regions 584 and 586 of bearing adapter 580 .
  • Plate 614 may be made of a metal, such as steel. Plate 614 may leave a gap over central portion 582 of bearing adapter 580 .
  • Plate 614 may have a bottom surface formed to conform to the upwardly facing curved surfaces of regions 584 and 586 .
  • Plate 614 may also have indexing or locating features, such as may be in the nature of laterally extending locating lugs, or fingers, or claws, or tabs, with downwardly curved toes or tangs or tabs 616 such as may bracket a laterally extending lug 618 of bearing adapter 580 .
  • a first layer of resilient material may be bonded to the upper surface of plate 614 .
  • An intermediate plate 622 may be bonded atop layer 620 .
  • a second layer 624 of resilient material may be bonded to intermediate plate 622 .
  • a top plate, or pedestal liner 626 may be mounted above layer 624 , and may have tangs 628 for location about lugs 630 mounted on sideframe 26 on either side of the pedestal roof 632 .
  • FIGS. 13 a and 13 b show an alternate embodiment in which a bearing 640 has a casing 642 having a bearing adapter integrally formed thereon.
  • Bearing 640 is, in most respects, the same as, or similar to bearing 46 in terms of general construction, race location, number and size of rollers, and so on.
  • upper portion 644 may include internal cavities 646 , 648 formed to lie over the apex of the bearing races in the top dead center position. Cavities 646 and 648 may be centered over the axis of rotation of the roller bearing races of bearing 640 .
  • a web 650 may run circumferentially between cavities 646 and 648 , centrally between, rather than over, the bearing races.
  • cavities 646 and 648 may have an extent corresponding to, or perhaps somewhat greater than the size of one roller.
  • cavities 646 and 648 may have a length as great as or greater than the length of one roller.
  • the shape of cavities 646 and 648 is such as to leave a lower arch, or ring section 652 over the uppermost roller position, and an arched roof portion 654 , which may tend to distribute vertical loading to either side of the uppermost roller position.
  • the juncture between arched roof portion 654 and ring section 652 may be on a smooth radius.
  • a friction damping interface between the bolster and the sideframes.
  • Either the sideframe columns or the damper (or both) may have a low or controlled friction bearing surface, that may include a hardened wear plate, that may be replaceable if worn or broken, or that may include a consumable coating or shoe, or pad.
  • That bearing face of the motion calming, friction damping element may be obtained by treating the surface to yield desired coefficients of static and dynamic friction whether by application of a surface coating, and insert, a pad, a brake shoe or brake lining, or other treatment.
  • Shoes and linings may be obtained from clutch and brake lining suppliers, of which one is Railway Friction Products.
  • Such a shoe or lining may have a polymer based or composite matrix, loaded with a mixture of metal or other particles of materials to yield a specified friction performance.
  • Shoes and linings may be replaceable, as indicated, for example in U.S. Pat. No. 6,374,749 of Duncan, or U.S. Pat. No. 6,701,850 of McCabe et al, (those documents being incorporated by reference herein).
  • That friction surface may, when employed in combination with the opposed bearing surface, have a co-efficient of static friction, ⁇ s , and a co-efficient of dynamic or kinetic friction, ⁇ k ,
  • the coefficients may vary with environmental conditions. For the purposes of this description, the friction coefficients will be taken as being considered on a dry day condition at 70 F. In one embodiment, when dry, the coefficients of friction may be in the range of 0.15 to 0.45, may be in the narrower range of 0.20 to 0.35, and, in one embodiment, may be about 0.30. In one embodiment that coating, or pad, may, when employed in combination with the opposed bearing surface of the sideframe column, result in coefficients of static and dynamic friction at the friction interface that are within 20%, or, more narrowly, within 10% of each other.
  • the coefficients of static and dynamic friction are substantially equal. It may be that an elastomeric material may be employed as described in U.S. patent Re 31784 or Re 31,988 both of Wiebe, (those documents being incorporated herein by reference)
  • a generally low friction, or controlled friction pad or coating may also be employed on the sloped surface of the damper that engages the wear plate (if such is employed) of the bolster pocket where there may be a partially sliding, partially rocking dynamic interaction.
  • a controlled friction interface between the slope face of the wedge and the inclined face of the bolster pocket, in which the combination of wear plate and friction member may tend to yield coefficients of friction of known properties, may be used.
  • a polymeric surface, or pad having these friction properties may be used, as may a suitable clutch or brake lining material. In some embodiments those coefficients may be the same, or nearly the same, and may have little or no tendency to exhibit stick-slip behaviour, or may have a reduced stick-slip tendency as compared to cast iron on steel.
  • the coating, or pad, or lining may be a polymeric element, or an element having a polymeric or composite matrix loaded with suitable friction materials. It may be obtained from a brake or clutch lining manufacturer, or the like.
  • One such firm that may be able to provide such friction materials is Railway Friction Products of 13601 Laurinburg Maxton Ai, Maxton N.C.; another may be Quadrant EPP USA Inc., of 2120 Fairmont Ave., Reading Pa.
  • the material may be the same as that employed by the Standard Car Truck Company in the “Barber Twin Guard” (t.m.) damper wedge with polymer covers.
  • the material may be such that a coating, or pad, may, when employed with the opposed bearing surface of the sideframe column, result in coefficients of static and dynamic friction at the friction interface that are within 20%, or more narrowly, within 10% of each other.
  • the coefficients of static and dynamic friction are substantially equal.
  • the co-efficient of dynamic friction may be in the range of 0.15 to 0.30, and in one embodiment may be about 0.20.
  • a damper may be provided with a friction specific treatment, whether by coating, pad or lining, on both the vertical friction face and the slope face.
  • the coefficients of friction on the slope face need not be the same as on the friction face, although they may be. In one embodiment it may be that the coefficients of static and dynamic friction on the friction face may be about 0.3, and may be about equal to each other, while the coefficients of static and dynamic friction on the slope face may be about 0.2, and may be about equal to each other. In either case, whether on the vertical bearing face against the sideframe column, or on the sloped face in the bolster pocket, the present inventors consider it to be advantageous to avoid surface pairings that may tend to lead to galling, and stick-slip behaviour.
  • dampers and bearing adapter arrangements recites many examples of dampers and bearing adapter arrangements. Not all of the features need be present at one time, and various optional combinations can be made. As such, the features of the embodiments of several of the various figures may be mixed and matched, without departing from the spirit or scope of the invention. For the purpose of avoiding redundant description, it will be understood that the various damper configurations can be used with spring groups of a 2 ⁇ 4, 3 ⁇ 3, 3:2:3, 2:3:2, 3 ⁇ 5 or other arrangement. Similarly, several variations of bearing to pedestal seat adapter interface arrangements have been described and illustrated. There are a large number of possible combinations and permutations of damper arrangements and bearing adapter arrangements. In that light, it may be understood that the various features can be combined, without further multiplication of drawings and description.
  • the various embodiments described herein may employ self-steering apparatus in combination with dampers that may tend to exhibit little or no stick-slip behaviour. They may employ a “Pennsy” pad, or other elastomeric pad arrangement, for providing self-steering. Further still, the various embodiments described herein may employ a four cornered damper wedge arrangement, which may include bearing surfaces of a non-stick-slip nature, in combination with a self steering apparatus.

Abstract

A rail road freight car truck, which may be a Barber S2HD truck or other kind of truck, has a truck bolster and a pair of side frames, the truck bolster being mounted transversely relative to the side frames. The sidefrmes are mouted on a pair of wheelsets. The bolster may be resiliently sprung and may have friction dampers. Either the friction dampers or the sideframe column wear plates may have a non-metallic wear plate, or wear surface, which may be replaceable, and which may tend to exhibit non-stick slip, or reduced stick slip behaviour in use. Bearing adapters may be mounted on the bearings of the wheelsets, and resilient pad members may be mounted on the bearing adapters. The pedestal seats may sit over the resilient pads. There may be a discontinuity in the vertical load path between the pedestal roof and the bearing. The discontinuity in the vertical load path may tend to shed a portion of the vertical load to either side of the top rollers of the bearing races to a greater extent than if the vertical load path discontinuity were not present.

Description

    FIELD OF THE INVENTION
  • This invention relates to the field of rail road cars, and, more particularly, to the field of trucks for rail road cars.
  • BACKGROUND OF THE INVENTION
  • Rail road cars in North America commonly employ double axle swivelling trucks known as “three piece trucks” to permit them to roll along a set of rails. The three piece terminology refers to a truck bolster and pair of first and second sideframes. In a three piece truck, the truck bolster extends cross-wise relative to the sideframes, with the ends of the truck bolster protruding through the sideframe windows. Forces are transmitted between the truck bolster and the sideframes by spring groups mounted in spring seats in the sideframes. The sideframes carry forces to the sideframe pedestals. The pedestals seat on bearing adapters, whence forces are carried in turn into the bearings, the axles, the wheels, and finally into the tracks. The 1980 Car & Locomotive Cyclopedia states at page 669 that the three piece truck offers “interchangeability, structural reliability and low first cost but does so at the price of mediocre ride quality and high cost in terms of car and track maintenance.”
  • Ride quality can be judged on a number of different criteria. There is longitudinal ride quality, where, often, the limiting condition is the maximum expected longitudinal acceleration experienced during humping or flat switching, or slack run-in and run-out. There is vertical ride quality, for which vertical force transmission through the suspension is the key determinant. There is lateral ride quality, which relates to the lateral response of the suspension. There are also other phenomena to be considered, such as truck hunting, the ability of the truck to self steer, and, whatever the input perturbation may be, the ability of the truck to damp out undesirable motion. These phenomena tend to be inter-related, and the optimization of a suspension to deal with one phenomenon may yield a system that may not necessarily provide optimal performance in dealing with other phenomena.
  • In terms of improving truck performance, it may be advantageous to be able to obtain a relatively soft dynamic response to lateral and vertical perturbations, to obtain a measure of self steering, and yet to maintain resistance to lozenging (or parallelogramming). Lozenging, or parallelogramming, is non-square deformation of the truck bolster relative to the side frames of the truck as seen from above. Self steering may tend to be desirable since it may reduce drag and may tend to reduce wear to both the wheels and the track, and may give a smoother overall ride.
  • Another issue which may arise may pertain to peak loading in the rollers of the bearings. It is thought that the life of bearing components may be strongly related to the maximum cyclic load. In some instances, the cyclic load may reach a maximum when the uppermost roller in a bearing race is at the top center position, with a steep drop off to either side of the topmost roller. It may be desirable to spread this loading in an effort to moderate the peak loading as the rollers pass through the top center position.
  • SUMMARY OF THE INVENTION
  • In an aspect of the present invention there may be a bearing adapter to sideframe interface assembly for use in a railroad car truck. The interface assembly may include a bearing adapter and an elastomeric pad mounted thereon, said bearing adapter having a body having first and second arches for mating with a bearing of a rail road car wheelset, those arches being axially spaced apart to engage opposite ends of the bearing with the bearing races located axially therebetween, the arches having apices that, when installed in an at rest condition on the bearing, are axially aligned centrally over the bearing. The body of the bearing adapter has a central portion intermediate said arches, that central portion having a bearing shell engagement interface formed to seat about a portion of the circumference of the bearing shell. One of the bearing adapter and the elastomeric pad has a relieved portion axially aligned with the apices of the arches.
  • In an aspect of the invention there is a rail road car truck which has a first and second spaced apart wheelset, with a first and second sideframes mounted to the wheelsets. There is also attached a bolster resiliently mounted cross-wise between the sideframes with each of the sideframes having a sideframe pedestal mounting at either end thereof. Each of the wheelsets including an axle having two ends and each of the axles having bearings mounted to either end thereof. The fittings defining a bearing to sideframe pedestal mounting assembly, and the assembly providing a load path for vertical loads between the sideframe pedestal mounting, and the bearing and the assembly having a vertical load path discontinuity and the discontinuity being located above top dead center of the bearing.
  • In a feature, the truck is a Barber S2HD rail road car truck. There is also a feature which consists of the assembly and includes a bearing adapter and a resilient member mounted between the bearing adapter and the pedestal mounting, and the bearing adapter has a laterally extending relief formed therein, the relief being located over top dead center of at least one bearing race of the bearing. In another feature, the assembly with a bearing adapter and a resilient member are mounted between the bearing adapter and the pedestal mounting. The bearing adapter has a downwardly facing interface matingly engaged with the bearing, and the downwardly facing interface includes a relief located over top dead center of at least one bearing race of the bearing, and the relief defines the vertical load path discontinuity.
  • In another feature, the assembly includes a bearing adapter and a resilient member which is mounted between the bearing adapter and the pedestal mounting. The bearing adapter has an upwardly facing interface matingly engaged with the resilient member, and the bearing adapter has a relief formed in the upwardly facing interface. The relief being located over top dead center of a bearing race of the bearing. The resilient member has a region of non-homogeneity and the region of non-homogeneity being located over top dead center of at least one bearing race of the bearing, and the non-homogeneity defining the discontinuity of the load path. However, the resilient member has a relief formed therein and the relief being located over top dead center of at least one bearing race of the bearing, and the non-homogeneity defining the discontinuity of the load path.
  • In an additional feature, the assembly includes a bearing adapter and a pair of resilient pads mounted to be squeezed vertically between the bearing adapter and the pedestal mount. The pads are spaced apart by a gap, and the gap being located over top dead center of at least, one bearing race of the bearing. In another feature, the assembly includes a bearing adapter and a resilient pad mounted over the bearing adapter, and a pedestal seat member mounted over the resilient pad. The pedestal seat member being mounted in the pedestal mount, and the pedestal seat having a relief defined therein, the relief being located over top dead center of the bearing.
  • In another feature, the truck has friction dampers mounted between the bolster and the sideframes. The friction dampers work on a friction interface that includes a non-metallic friction member. Also in a further feature, the sideframes each have a sideframe window defined between a pair of sideframe columns, and the non-metallic friction member is mounted to one of the sideframe columns. The friction dampers present a surface to the non-metallic member, and the surface is made from a material chosen from the set of materials consisting of (a) cast iron (b) steel; and (c) an iron based alloy other than a steel.
  • In another feature, the bolster has two ends, one of each ends being mounted to each of the sideframes, and the bolster has four independently sprung friction dampers mounted at each end thereof.
  • In another feature, the assembly includes a bearing adapter and a resilient member mounted over the bearing adapter. The resilient member bears against the pedestal mount and the bearing adapter having an upper surface having a central region lying between a pair of spaced apart side regions, the side regions having upper surfaces standing upwardly proud of the central region, the spaced apart regions having a crown radius, and the resilient member seating over the crown radius. In another feature the assembly is free of any rocker member located above the resilient member.
  • ILLUSTRATIONS IN THE APPLICATION
  • These and other aspects and features of the invention may be understood with reference to the detailed descriptions of the invention and the accompanying illustrations as set forth below.
  • FIG. 1 a shows an isometric view of an example of an embodiment of a railroad car truck;
  • FIG. 1 b shows a top view of the railroad car truck of FIG. 1 a;
  • FIG. 1 c shows a side view of the railroad car truck of FIG. 1 a;
  • FIG. 1 d shows an exploded view of a portion of a truck similar to that of FIG. 1 a;
  • FIG. 1 e is an exploded, sectioned view of an example of an alternate three piece truck to that of FIG. 1 a, having dampers mounted along the spring group centerlines;
  • FIG. 1 f shows an isometric view of a sideframe such as might be employed in an embodiment of the railroad car truck of FIG. 1 a;
  • FIG. 1 g shows a side view of the sideframe of FIG. 1 f;
  • FIG. 1 h shows a top view of the sideframe of FIG. 1 f;
  • FIG. 1 i shows a view looking along the longitudinal axis of the sideframe toward the sideframe column, taken on ‘1 i-1 i’ in FIG. 1 g;
  • FIG. 1 j shows an alternate arrangement to that of FIG. 1 i;
  • FIG. 2 shows an alternate bolster, generally similar to that shown in FIG. 1 d, with a pair of spaced apart bolster pockets, having inserts and wedges with primary and secondary angles;
  • FIG. 3 a is a front view of a friction damper for a truck such as that of FIG. 1 a;
  • FIG. 3 b shows a side view of the damper of FIG. 3 a;
  • FIG. 3 c shows a rear view of the damper of FIG. 3 b;
  • FIG. 3 d shows a top view of the damper of FIG. 3 a;
  • FIG. 3 e shows a cross-sectional view on the centerline of the damper of FIG. 3 a taken on section ‘3 e-3 e’ of FIG. 3 c;
  • FIG. 3 f is a section of the damper of FIG. 3 a taken on section ‘3 f-3 f’ of FIG. 3 e;
  • FIG. 3 g shows an isometric view of an alternate damper to that of FIG. 3 a having a friction modifying side face pad;
  • FIG. 3 h shows an isometric view of a further alternate damper to that of FIG. 3 a, having a “wrap-around” friction modifying pad;
  • FIG. 4 a is an exploded isometric view from above, in front, and to one side of a bearing, bearing adapter and elastomeric pad assembly for use in the truck of FIG. 1 a;
  • FIG. 4 b shows a cross section of the assembly of FIG. 4 a, as assembled, taken in the vertical plane of the longitudinal axis of the bearing;
  • FIG. 4 c is a half end view, half section of the assembly of FIG. 4 a, as viewed looking along the long axis of the bearing, the half section being a view on section ‘4 c-4 c’ of FIG. 4 b;
  • FIG. 4 d is an underside isometric view of the bearing adapter and pad of FIG. 4 a;
  • FIG. 4 e is a bottom view of the bearing adapter and elastomeric pad of FIG. 4 a;
  • FIG. 4 f is a longitudinal section of the bearing adapter and elastomeric pad of FIG. 4 e taken on section ‘4 f-4 f’ of FIG. 4 e;
  • FIG. 4 g is a lateral section of the bearing adapter and elastomeric pad of FIG. 4 e taken on the central plane of symmetry, indicated as ‘4 g-4 g’ in FIG. 4 e;
  • FIG. 5 a shows an exploded underside isometric view of an alternate combination of bearing adapter and elastomeric pad to that of the assembly of FIG. 4 a;
  • FIG. 5 b shows a bottom view of the bearing adapter and elastomeric pad of FIG. 5 a;
  • FIG. 5 c shows a longitudinal cross-section of the bearing adapter and elastomeric pad of FIG. 5 a, as assembled, taken on the central, longitudinal axis of symmetry indicated as ‘5 c-5 c’ in FIG. 5 b;
  • FIG. 5 d shows a lateral cross-section of the bearing adapter and elastomeric pad of FIG. 5 a, as assembled, taken on the central lateral plane of symmetry, indicated as ‘5 d-5 d’ in FIG. 5 b;
  • FIG. 6 a is an exploded isometric view from above, in front, and to one side of an alternate bearing adapter and pad assembly to that of FIG. 4 a;
  • FIG. 6 b shows an underside isometric view of the assembly of FIG. 6 a;
  • FIG. 6 c shows a longitudinal cross section on the central plane of symmetry of the assembly of FIG. 6 a, as assembled taken on section ‘6 c-6 c’ of FIG. 6 a;
  • FIG. 6 d is a longitudinal section on the central plane of symmetry of the bearing adapter and pad of FIG. 6 a, as assembled, taken on section ‘6 d-6 d’ of FIG. 6 a;
  • FIG. 7 a shows a top view of alternate bearing adapter to that of FIG. 6 a having a pair of reliefs formed in a central region of the upper portion thereof;
  • FIG. 7 b shows a longitudinal cross-sectional view of the bearing adapter of FIG. 7 a taken on section ‘7 b-7 b’ through on of the reliefs as indicated in FIG. 7 c;
  • FIG. 7 c shows a lateral cross-sectional view on the central plane of symmetry of the bearing adapter of FIG. 7 a, indicated as section ‘7 c-7 c’ in FIG. 7 b;
  • FIG. 8 a shows an isometric exploded view, from above, of an alternate embodiment of bearing adapter and pad combination to that of FIG. 4 a in which the underside of the pad has a laterally extending slot in a central region thereof;
  • FIG. 8 b shows an isometric view, from below, of the bearing adapter and pad combination of FIG. 8 a;
  • FIG. 8 c shows a longitudinal cross-section of the bearing adapter pad of FIG. 8 b viewed on the central plane of symmetry;
  • FIG. 8 d shows a lateral cross-section of the bearing adapter pad of FIG. 8 b as viewed on the central plane of symmetry;
  • FIG. 8 e is an isometric view, from above, of an alternate pad to that of FIG. 8 b in which the top of the pad has a slot extending laterally across a central region thereof;
  • FIG. 8 f shows a cross-section of the alternate pad of FIG. 8 e taken on the longitudinal plane of symmetry thereof;
  • FIG. 8 g shows a section on the longitudinal plane of symmetry of an alternate pad to that of FIG. 8 a having an array of internal hollows within a central portion thereof;
  • FIG. 8 h shows a section on the lateral plane of symmetry of the pad of FIG. 8 g;
  • FIG. 8 i shows an isometric view of an alternate bearing adapter and pad combination to that of FIG. 8 a; employing a pair of pads having a central gap therebetween;
  • FIG. 9 a shows an isometric underside view of an alternate pad and bearing adapter combination to that of FIG. 8 a; in which the underside of the pad has reliefs;
  • FIG. 9 b shows an isometric view, from above, of an alternate bearing adapter and pad combination to that of FIG. 8 a having reliefs on the upper side of the pad;
  • FIG. 9 c shows a view similar to FIG. 9 a, but of an alternate pad wherein the pad has reliefs extending fully therethrough;
  • FIG. 10 a shows an isometric view from above of an alternate bearing adapter and pad combination to that of FIG. 8 a, having an array of longitudinally extending slots;
  • FIG. 10 b shows an underside isometric view of the bearing adapter and pad combination of FIG. 10 a;
  • FIG. 10 c shows a section on the lateral plane of symmetry of the pad of FIG. 10 a;
  • FIG. 10 d shows a lateral cross-section of an alternate pad to that of FIG. 10 c;
  • FIG. 10 e shows a lateral cross-section of an alternate pad of FIG. 10 c;
  • FIG. 10 f shows an isometric view from above of an alternate pad to that of FIG. 8 a; having a central portion of a different resiliency than the end portions;
  • FIG. 10 g shows an isometric view from above of an alternate bearing adapter and pad combination to that of FIG. 8 a in which the pad has a perforated medial portion;
  • FIG. 11 a shows an isometric view fro above of an alternate bearing adapter, pad and pedestal seat assembly to that of FIG. 8 a;
  • FIG. 11 b shows a side view of a pedestal seat member for the assembly of FIG. 11 a;
  • FIG. 11 c shows an isometric view, from above, of an alternate pedestal seat member to that of FIG. 11 b;
  • FIG. 11 d shows a top view of the pedestal seat member of FIG. 11 c;
  • FIG. 11 e shows a side view of the pedestal seat member of FIG. 11 c;
  • FIG. 12 a shows an exploded isometric view, from above, of an alternate combination of bearing adapter and pad to that of FIG. 4 a;
  • FIG. 12 b shows an exploded isometric view, from above, of an alternate combination of bearing adapter and pad to that of FIG. 4 a;
  • FIG. 12 b shows a cross-section along the longitudinal plane of symmetry of the bearing adapter and pad of FIG. 12 a, as assembled;
  • FIG. 12 c is a section on the central, lateral plane of symmetry of the pad of FIG. 12 a;
  • FIG. 12 d shows a section of an alternate bearing adapter and pad combination to that of FIG. 12 a at the lateral plane of symmetry thereof, as installed in a pedestal seat;
  • FIG. 12 e shows a section of the bearing adapter and pad combination of FIG. 12 d on the longitudinal plane of symmetry thereof;
  • FIG. 13 a shows a cross-section on a longitudinal plane of symmetry of an integrated bearing, bearing adapter pad; and
  • FIG. 13 b is a half end view, half section of the assembly of FIG. 13 a, as viewed looking along the long axis of the bearing, the half section being a view on section ‘13 b-13 b’ of FIG. 13 a on section ‘13 b-13 b’.
  • DETAILED DESCRIPTION
  • The description that follows, and the embodiments described therein, are provided by way of illustration of an example, or examples, of particular embodiments of the principles of aspects of the present invention. These examples are provided for the purposes of explanation, and not of limitation, of those principles and of the invention. In the description, like parts, or similar parts to which the same nomenclature may be applied, are marked throughout the specification and the drawings with the same respective reference numerals. The drawings are not necessarily to scale and in some instances proportions may have been exaggerated in order more clearly to depict certain features of the invention.
  • In terms of general orientation and directional nomenclature, for each of the rail road car trucks described herein, the longitudinal direction is defined as being coincident with the rolling direction of the rail road car, or rail road car unit, when located on tangent (that is, straight) track. In the case of a rail road car having a center sill, the longitudinal direction is parallel to the center sill, and parallel to the side sills, if any. Unless otherwise noted, vertical, or upward and downward, are terms that use top of rail, TOR, as a datum. The term lateral, or laterally outboard, refers to a distance or orientation relative to the longitudinal centerline of the railroad car, or car unit. The term “longitudinally inboard”, or “longitudinally outboard” is a distance taken relative to a mid-span lateral section of the car, or car unit. Pitching motion is angular motion of a railcar unit about a horizontal axis perpendicular to the longitudinal direction. Yawing is angular motion about a vertical axis. Roll is angular motion about the longitudinal axis.
  • This description relates to rail car trucks and truck components. Several AAR standard truck sizes are listed at page 711 in the 1997 Car & Locomotive Cyclopedia. As indicated, for a single unit rail car having two trucks, a “40 Ton” truck rating corresponds to a maximum gross car weight on rail (GWR) of 142,000 lbs. Similarly, “50 Ton” corresponds to 177,000 lbs., “70 Ton” corresponds to 220,000 lbs., “100 Ton” corresponds to 263,000 lbs., and “125 Ton” corresponds to 315,000 lbs. In each case the load limit per truck is then half the maximum gross car weight on rail. Two other types of truck are the “110 Ton” truck for railcars having a 286,000 lbs. GWR and the “70 Ton Special” low profile truck sometimes used for auto rack cars. Given that the rail road car trucks described herein tend to have both longitudinal and transverse axes of symmetry, a description of one half of an assembly may generally also be intended to describe the other half as well, allowing for differences between right hand and left hand parts.
  • This description refers to friction dampers for rail road car trucks, and multiple friction damper systems. There are several types of damper arrangements, some being shown at pp. 715-716 of the 1997 Car and Locomotive Cyclopedia, those pages being incorporated herein by reference. Each of the arrangements of dampers shown at pp. 715 to 716 of the 1997 Car and Locomotive Cyclopedia can be modified to employ a four cornered, double damper arrangement of inner and outer dampers.
  • In terms of general nomenclature, damper wedges tend to be mounted within an angled “bolster pocket” formed in an end of the truck bolster. In cross-section, each wedge may then have a generally triangular shape, one side of the triangle being, or having, a bearing face, a second side which might be termed the bottom, or base, forming a spring seat, and the third side being a sloped side or hypotenuse between the other two sides. The first side may tend to have a substantially planar bearing face for vertical sliding engagement against an opposed bearing face of one of the sideframe columns. The second face may not be a face, as such, but rather may have the form of a socket for receiving the upper end of one of the springs of a spring group. Although the third face, or hypotenuse, may appear to be generally planar, it may tend to have a slight crown, having a radius of curvature of perhaps 60″. The crown may extend along the slope and may also extend across the slope. The end faces of the wedges may be generally flat, and may have a coating, surface treatment, shim, or low friction pad to give a smooth sliding engagement with the sides of the bolster pocket, or with the adjacent side of another independently slidable damper wedge, as may be.
  • During railcar operation, the sideframe may tend to rotate, or pivot, through a small range of angular deflection about the end of the truck bolster to yield wheel load equalization. The slight crown on the slope face of the damper may tend to accommodate this pivoting motion by allowing the damper to rock somewhat relative to the generally inclined face of the bolster pocket while the planar bearing face remains in planar contact with the wear plate of the sideframe column. Although the slope face may have a slight crown, for the purposes of this description it will be described as the slope face or as the hypotenuse, and will be considered to be a substantially flat face as a general approximation.
  • In the terminology herein, wedges have a primary angle α, being the included angle between (a) the sloped damper pocket face mounted to the truck bolster, and (b) the side frame column face, as seen looking from the end of the bolster toward the truck center. In some embodiments, a secondary angle may be defined in the plane of angle α, namely a plane perpendicular to the vertical longitudinal plane of the (undeflected) side frame, tilted from the vertical at the primary angle. That is, this plane is parallel to the (undeflected) long axis of the truck bolster, and taken as if sighting along the back side (hypotenuse) of the damper. The secondary angle β is defined as the lateral rake angle seen when looking at the damper parallel to the plane of angle α. As the suspension works in response to track perturbations, the wedge forces acting on the secondary angle β may tend to urge the damper either inboard or outboard according to the angle chosen.
  • FIG. 1 a shows an example of a three piece truck 20 such as might most commonly be installed under a railroad freight car body. Truck 20 may have a 3×3, 3:2:3, 5×3, 2×4, 2:3:2 or other suitable spring group arrangement, and is intended to be generically representative in this regard without need for multiple illustrations of truck variations. Truck 20 may be suitable for a variety of general purpose uses, which may include carrying relatively low density, high value lading, such as automobiles or consumer products, or for carrying denser semi-finished industrial goods, such as might be carried in rail road freight cars for transporting rolls of paper, or for carrying bulk commodities such as grain, plastic pellets, potash, ores, or coal. Truck 20 is intended to be illustrative of a wide range of truck types. Truck 20 is symmetrical about both the longitudinal and transverse, or lateral, centreline axes. In each case, where reference is made to a sideframe, it will be understood that the truck has first and second sideframes, first and second spring groups, and so on.
  • Trucks 20 has a truck bolster 24 and sideframes 26. Each sideframe 26 has a generally rectangular window 28 that accommodates one of the ends 30 of bolster 24. The upper boundary of window 28 is defined by the sideframe arch, or compression member identified as top chord member 32, and the bottom of window 28 is defined by a tension member identified as bottom chord 34. The fore and aft vertical sides of window 28 are defined by sideframe columns 36. The ends of the tension member sweep up to meet the compression member. At each of the swept-up ends of sideframe 26 there are sideframe pedestal fittings, or pedestal seats 38. Each fitting 38 accommodates an upper fitting, which may be a seat. This upper fitting, is indicated generically as 40. Fitting 40 may engage a mating fitting 42 mounted to the upper surface of a bearing adapter 44. Fitting 42 may be a resilient member, and may be an elastomeric member such as, or similar to a “Pennsy” pad, that may deflect longitudinally in shear during operation to give a measure of self-steering capability to truck 20. Bearing adapter 44 engages a bearing 46 mounted on one of the ends of one of the axles 48 of the truck adjacent one of the wheels 50. A fitting 40 is located in each of the fore and aft pedestal fittings 38, the fittings 40 being longitudinally aligned.
  • The relationship of the mating fittings 40 and 42 is described at greater length below. The relationship of these fittings determines part of the overall relationship between an end of one of the axles of one of the wheelsets and the sideframe pedestal. That is, in determining the overall response, the degrees of freedom of the mounting of the axle end in the sideframe pedestal involve a dynamic interface across an assembly of parts, such as may be termed a wheelset to sideframe interface assembly. Several different embodiments of this wheelset to sideframe interface assembly are described below. For the purposes of this description, items 40 and 42 are intended generically to represent the combination of features of a bearing adapter and pedestal seat assembly defining the interface between the roof of the sideframe pedestal and the bearing adapter, and the six degrees of freedom of motion at that interface, namely vertical, longitudinal and transverse translation (i.e., translation in the z, x, and y directions) and pitching, rolling, and yawing (i.e., rotational motion about the y, x, and z axes respectively) in response to dynamic inputs.
  • The bottom chord or tension member 34 of sideframe 26 may have a basket plate, or lower spring seat 52 rigidly mounted thereto. Spring seat 52 may have retainers for engaging the springs 54 of a spring set, or spring group, 56, whether internal bosses, or a peripheral lip for discouraging the escape of the bottom ends of the springs. The spring group, or spring set 56, is captured between the distal end 30 of bolster 24 and spring seat 52, being placed under compression by the weight of the rail car body and lading that bears upon bolster 24 from above.
  • Bolster 24 may have double, inboard and outboard, bolster pockets 60, 62 on each face of the bolster at the outboard end (i.e., for a total of 8 bolster pockets per bolster, 4 at each end). Bolster pockets 60, 62 accommodate fore and aft pairs of first and second, laterally inboard and laterally outboard friction damper wedges 64, 66 and 68, 70, respectively. Each bolster pocket 60, 62 has an inclined face, or damper seat 72, that mates with a similarly inclined hypotenuse face 74 of the damper wedge, 64, 66, 68 and 70. Wedges 64, 66 each sit over a first, inboard corner spring 76, 78, and wedges 68, 70 each sit over a second, outboard corner spring 80, 82. Angled faces 74 of wedges 64, 66 and 68, 70 ride against the angled faces of respective seats 72. This arrangement may be referred to as a “double damper” arrangement in which a pair of laterally spaced dampers works against each sideframe column, in contrast to the arrangement of FIG. 1 e, which shows a single damper arrangement, namely a single damper acting against each sideframe column. This arrangement of FIG. 1 d may also be referred to as a “four cornered” damper arrangement, since there are four dampers at each end of the bolster, those four dampers being arranged in a rectangular manner.
  • A middle end spring 96 bears on the underside of a land 98 located intermediate bolster pockets 60 and 62. The top ends of the central row of springs, 100, seat under the main central portion 102 of the end of bolster 24. In this four corner arrangement, each damper is individually sprung by one or another of the springs in the spring group. The static compression of the springs under the weight of the car body and lading tends to act as a spring loading to bias the damper to act along the slope of the bolster pocket to force the friction surface against the sideframe. Friction damping is provided when the vertical sliding faces 90 of the friction damper wedges 64, 66 and 68, 70 ride up and down on friction wear plates 92 mounted to the inwardly facing surfaces of sideframe columns 36. In this way the kinetic energy of the motion is, in some measure, converted through friction to heat. This friction may tend to damp out the motion of the bolster relative to the sideframes.
  • The bearing plate, namely sideframe column wear plate 92 (FIG. 1 a) may be significantly wider than the through thickness of the sideframes more generally, as measured, for example, at the pedestals, and may tend to be wider than has been conventionally common. This additional width corresponds to the additional overall damper span width measured fully across the damper pairs, plus lateral travel. That is, rather than having the width of one coil, plus allowance for travel, plate 92 may have the width of three coils, plus allowance to accommodate travel to either side. Bolster 24 has inboard and outboard gibs 106, 108 respectively, that bound the lateral motion of bolster 24 relative to sideframe columns 36.
  • The lower ends of the springs of the entire spring group, identified generally as 58, seat in lower spring seat 52. Lower spring seat 52 may be laid out as a tray with an upturned rectangular peripheral lip. Although truck 20 employs a spring group in a 3×3 arrangement, this is intended to be generic, and to represent a range of variations. They may represent 3×5, 2×4, 3:2:3 or 2:3:2 arrangement, or some other, and may include a hydraulic snubber, or such other arrangement of springs may be appropriate for the given service for the railcar for which the truck is intended.
  • FIGS. 1 f-1 j
  • FIGS. 1 f to 1 j pertain to an embodiment of sideframe such as may be used in truck 20. The friction damper elements, often damper wedges, mounted in the bolster pockets may be made of iron or steel, and may not necessarily have non-metallic wear members. In one embodiment where cast iron or steel wedges are used, with cast iron or steel friction faces oriented to face toward, and to work against, the sideframe columns, a sideframe 120 may include sideframe columns 122, 124 on either side of the sideframe window 28. Those sideframe columns may support a wear plate backing member, or backing frame 126. Backing frame 126 may have angled gusset reinforcement, and internal web reinforcements outside and inside the sideframe castings. A wear plate member 130 may be mounted to backing frame 126. Wear plate 130 may have countersunk bores, as at 132, by which fasteners may be introduced to mount wear plate 130 in place. Wear plate 130 may be made of an iron or steel member for working against a non-metallic shoe, or wear member of an opposed damper. Alternatively, wear plate 130 may be a non-metallic friction member, akin to a brake shoe or clutch lining, such as may be replaced from time to time when worn. In one embodiment, wear plate 130 may be made of, or faced with, a non-metallic wear material having a tendency not to exhibit stick slip behaviour when working in co-operation with steel or iron faced dampers. Wear member 130 may have dynamic and static coefficients of friction that are, or are substantially, the same. Those co-efficients of friction may be in the range of 0.15 to 0.35, and may be about 0.20 (+/−20%) or may be about 0.30 (+/−20%)
  • In one embodiment, illustrated in FIG. 1 j, sideframe 120 has a dual wear plate mounting, where left and right hand wear plate portions 134 and 136 are mounted side-by-side by mechanical fasteners to the sideframe column.
  • In either FIG. 1 f or FIG. 1 j, the frontal area of the non-metallic member may exceed, and may substantially exceed, the surface area of the steel or cast iron member working against it. For example, in one embodiment, the area of the non-metallic friction wear member mounted to the sideframe column is more than twice as great as the working surface of the front face of the co-operable damper wedge.
  • FIG. 1 e
  • FIG. 1 e shows an example of an alternate three piece railroad car truck, shown generally as 250. Truck 250 has a truck bolster 252, and a pair of sideframes 254. The spring groups of truck 250 are indicated as 256. Spring groups 256 are spring groups having three springs 258 (inboard corner), 260 (center) and 262 (outboard corner) most closely adjacent to the sideframe columns 254. A motion calming, kinematic energy dissipating element, in the nature of a friction damper 264, 266 is mounted over each of central springs 260.
  • Friction damper 264, 266 has a substantially planar friction face 268 mounted in facing, planar opposition to, and for engagement with, a side frame wear member in the nature of a wear plate 270 mounted to sideframe column 254. The base of damper 264, 266 defines a spring seat, or socket 272 into which the upper end of central spring 260 seats. Damper 264, 266 has a third face, being an inclined slope or hypotenuse face 274 for mating engagement with a sloped face 276 inside sloped bolster pocket 278. Compression of spring 260 under an end of the truck bolster may tend to load damper 264 or 266, as may be, such that friction face 268 is biased against the opposing bearing face of the sideframe column, 280. Truck 250 also has wheelsets whose bearings are mounted in the pedestal 284 at either ends of the side frames 254. Each of these pedestals may accommodate one or another of the sideframe to bearing adapter interface assemblies described above and may thereby have a measure of self steering.
  • FIG. 2
  • Damper wedges with only primary wedge angles may be used, whether in the truck of FIG. 1 a or FIG. 1 e. However, in some embodiments a truck such as truck 20 may employ wedges having both primary wedge angles and secondary wedge angles. FIG. 2 shows an isometric view of an end portion of a truck bolster 210 such as might be used in truck 20 of FIG. 1 a. Bolster 210 is symmetrical about the central longitudinal vertical plane of the bolster (i.e., cross-wise relative to the truck generally) and symmetrical about the vertical mid-span section of the bolster (i.e., the longitudinal plane of symmetry of the truck generally, coinciding with the railcar longitudinal center line). Bolster 210 has a pair of spaced apart bolster pockets 212, 214 for receiving damper wedges 216, 218. Pocket 212 is laterally inboard of pocket 214 relative to the side frame of the truck more generally. Wear plate inserts 220, 222 are mounted in pockets 212, 214 along the angled wedge face.
  • Wedges 216, 218 have a primary angle, a as measured between vertical and the angled trailing vertex 228 of outboard face 230. For the embodiments discussed herein, primary angle α may tend to lie in the range of 35-55 degrees, possibly about 40-50 degrees. This same angle α is matched by the facing surface of the bolster pocket, be it 212 or 214. A secondary angle β gives the inboard, (or outboard), rake of the sloped surface 224, (or 226) of wedge 216 (or 218). The true rake angle can be seen by sighting along plane of the sloped face and measuring the angle between the sloped face and the planar outboard face 230. The rake angle is the complement of the angle so measured. The rake angle may tend to be greater than 5 degrees, may lie in the range of 5 to 20 degrees, and is preferably about 10 to 15 degrees. A modest rake angle may be desirable.
  • When the truck suspension works in response to track perturbations, the damper wedges may tend to work in their pockets. The rake angles yield a component of force tending to bias the outboard face 230 of outboard wedge 218 outboard against the opposing outboard face of bolster pocket 214. Similarly, the inboard face of wedge 216 may tend to be biased toward the inboard planar face of inboard bolster pocket 212. These inboard and outboard faces of the bolster pockets may be lined with a low friction surface pad, indicated generally as 232. The left hand and right hand biases of the wedges may tend to keep them apart to yield the full moment arm distance intended, and, by keeping them against the planar facing walls, may tend to discourage twisting of the dampers in the respective pockets.
  • Bolster 210 includes a middle land 234 between pockets 212, 214, against which another spring 236 may work. Middle land 234 is such as might be found in a spring group that is three (or more) coils wide. However, whether two, three, or more coils wide, and whether employing a central land or no central land, bolster pockets can have both primary and secondary angles as illustrated in the example embodiment of FIG. 5 a, with or without wear inserts.
  • Where a central land, e.g., land 234, separates two damper pockets, the opposing side frame column wear plates need not be monolithic. That is, two wear plate regions could be provided, one opposite each of the inboard and outboard dampers, presenting planar surfaces against which the dampers can bear. The normal vectors of those regions may be parallel, the surfaces may be co-planar and perpendicular to the long axis of the side frame, and may present a clear, un-interrupted surface to the friction faces of the dampers.
  • FIGS. 3 a-3 h
  • Referring to FIGS. 3 a-3 e, a damper, which may be in the form of a damper wedge 310 is shown such as may be used in truck 20, or any other double damper truck described herein, such as may have appropriately formed, mating bolster pockets. Damper 310 is similar to damper 300, but may include both primary and secondary angles. Damper 310 may, arbitrarily, be termed a right handed damper wedge. FIGS. 3 a-3 e are intended to be generic such that it may be understood also to represent the left handed, mirror image of a mating damper with which damper 310 would form a matched pair.
  • Damper 310 has a body 312 that may be made by casting or by another suitable process. Body 312 may be made of steel or cast iron, and may be substantially hollow. Body 312 has a first, substantially planar platen portion 314 having a first face for placement in a generally vertical orientation in opposition to a sideframe bearing surface, for example, a wear plate mounted on a sideframe column. Platen portion 314 may have a rebate, or relief, or depression formed therein to receive a bearing surface wear member, indicated as member 316. Member 316 may be a material having specific friction properties when used in conjunction with the sideframe column wear plate material. For example, member 316 may be formed of a brake lining material, and the column wear plate may be formed from a high hardness steel. This material may be formed as a removable and replaceable pad or block. Alternatively, damper wedge 310 may have steel or cast iron wear plates for member 316, or may dispense with a wear plate insert, and may employ a monolithic steel or cast iron wedge. Such a wedge may work against a non-metallic wear plate member mounted to the sideframe column, as described in the context of FIGS. 1 f to 1 j herein.
  • Body 312 may include a base portion 318 that may extend rearwardly from, and generally perpendicularly to, platen portion 314. Base portion 318 may have a relief 320 formed therein in a manner to form, roughly, the negative impression of an end of a spring coil, such as may receive a top end of a coil of a spring of a spring group, such as spring 262. Base portion 318 may join platen portion 314 at an intermediate height, such that a lower portion 321 of platen portion 314 may depend downwardly therebeyond in the manner of a skirt. That skirt portion may include a corner, or wrap around portion 322 formed to seat around a portion of the spring.
  • Body 312 may also include a diagonal member in the nature of a sloped member 324. Sloped member 324 may have a first, or lower end extending from the distal end of base portion 318 and running upwardly and forwardly toward a junction with platen portion 314. An upper region 326 of platen portion 314 may extend upwardly beyond that point of junction, such that damper wedge 310 may have a footprint having a vertical extent somewhat greater than the vertical extent of sloped member 324. Sloped member 324 may also have a socket or seat in the nature of a relief or rebate 328 formed therein for receiving a sliding face member 330 for engagement with the bolster pocket wear plate of the bolster pocket into which wedge 310 may seat. As may be seen, sloped member 324 (and face member 330) are inclined at a primary angle α, and a secondary angle β. Sliding face member 330 may be an element of chosen, possibly relatively low, friction properties (when engaged with the bolster pocket wear plate), such as may include desired values of coefficients of static and dynamic friction. In one embodiment the coefficients of static and dynamic friction may be substantially equal, may be about 0.2 (+/−20%, or, more narrowly +/−10%), and may be substantially free of stick-slip behaviour.
  • In the alternative embodiment of FIG. 3 g, a damper wedge 332 is similar to damper wedge 310, but, in addition to pads or inserts for providing modified or controlled friction properties on the friction face for engaging the sideframe column and on the face for engaging the slope of the bolster pocket, damper wedge 332 may have pads or inserts such as pad 334 on the side faces of the wedge for engaging the side faces of the bolster pockets. In this regard, it may be desirable for pad 334 to have low coefficients of friction, and to tend to be free of stick slip behaviour. The friction materials may be cast or bonded in place, and may include mechanical interlocking features, such as shown in FIG. 6 a, or bosses, grooves, splines, or the like such as may be used for the same purpose. Similarly, in the alternative embodiment of FIG. 3 h, a damper wedge 336 is provided in which the slope face insert or pad, and the side wall insert or pad form a continuous, or monolithic, element, indicated as 338. The material of the pad or insert may, again, be cast in place, and may include mechanical interlock features.
  • In this embodiment, vertical face 268 of friction damper 264, 266 may have a bearing surface having a co-efficient of static friction, μs, and a co-efficient of dynamic or kinetic friction, μk, that may tend to exhibit little or no “stick-slip” behaviour when operating against the wear surface of wear plate 270. In one embodiment, the coefficients of friction are within 10% of each other. In another embodiment the coefficients of friction are substantially equal and may be substantially free of stick-slip behaviour. In one embodiment, when dry, the coefficients of friction may be in the range of 0.10 to 0.45, may be in the narrower range of 0.15 to 0.35, and may be about 0.30. Friction damper 264, 266 may have a friction face coating, or bonded pad 286 having these friction properties, and corresponding to those inserts or pads described in the context of FIGS. 3 a-3 h. Bonded pad 286 may be a polymeric pad or coating. A low friction, or controlled friction pad or coating 288 may also be employed on the sloped surface of the damper. In one embodiment that coating or pad 288 may have coefficients of static and dynamic friction that are within 20%, or, more narrowly, 10% of each other. In another embodiment, the coefficients of static and dynamic friction are substantially equal. The co-efficient of dynamic friction may be in the range of 0.10 to 0.30, and may be about 0.20.
  • FIGS. 4 a-4 f
  • FIG. 4 a shows an arrangement of bearing to sideframe interface assembly that may be employed in the trucks of FIGS. 1 a and 1 e. In the wheelset to sideframe interface assembly of FIG. 4 a, indicated generally as 340, a bearing adapter 44 may be employed with a fitting such as resilient member 42 that may be in the nature of an elastomeric pad identified as resilient member 342, such as may be a “Pennsy pad”. The term “Pennsy pad”, or “Pennsy Adapter Plus”, refers to a kind of elastomeric pad developed by Pennsy Corporation of Westchester Pa. One example of such a pad is illustrated in U.S. Pat. No. 5,562,045 of Rudibaugh et al., issued Oct. 6, 1996 (and which is incorporated herein by reference). Bearing adapter 44 may have an upper surface 344 that provides a cradle, or seat, for pad 342. The upper portion of bearing adapter 44 may include a central bed portion 346. Bed portion 346 may lie between a pair of lateral indexing features, such as may be in the nature of longitudinally extending channels, or grooves or depressions, 348, 350. A pair of raised, longitudinally extending lateral retainer members, or lateral abutment walls, or side walls 352, 354 may stand upwardly of channels 348 and 350, and may thereby bracket both channels 348, 350 and bed portion 346. At either longitudinal end of bed 346 there may be longitudinal indexing or retainer fittings, such as may be in the nature of laterally extending depressions 356, 358.
  • Pad 342 may have a lower surface 360, that is formed to engage the top of the bearing adapter in a manner inhibit migration or displacement of pad 342 relative to the bearing adapter. For example, pad 342 may have the negative image of bed 346, with lateral indexing members, such as may be in the nature of longitudinally extending rails, or feet, 362, 364 that seat in mating engagement in channels 348 and 350 in close fitting location between sidewalls 352, 354, and which may tend to bound lateral deflection or migration of pad 342. Pad 342 may also have longitudinal indexing, or keying, or retaining features such as may be in the nature of blisters, or bulges, 366, 368 that seat in mating engagement in depressions 356, 358 and may tend to inhibit longitudinal migration of pad 342 relative to bearing adapter 44. Pad 342 may also have, at its end regions, depending legs, or feet, 370, 372 and end wall members, such as may be identified as skirts 374, such as may extend laterally between feet 370 and 372 and which, when installed, may depend downwardly over a portion, or all of, end walls 376 of bearing adapter 44. Bearing adapter 44 may have a three sided shelf or ridge, 380 running about the inside of legs 370, 372 and wall 376 in a manner to which the depending toes of feet 370, 372 and lower edge of skirt 374 may conform. Pad 342 may also include an upper surface, 382, for mating engagement with the pedestal seat fitting, such as may be a wear liner seated in the pedestal roof, or the pedestal roof, as may be.
  • Pad 342 may be a single resilient member 384, such as may be a monolithic cast material, be it polyurethane or a suitable rubber or rubberlike material such as may be used, for example, in making an LC pad or a Pennsy pad. An LC pad is an elastomeric bearing adapter pad available from Lord Corporation of Erie Pa. An example of an LC pad may be identified as Standard Car Truck Part Number SCT 5578. In this instance, resilient member 384 has first and second end portions 386, 388 for interposition between the thrust lugs of the jaws of the pedestal and the ends 390 and 391 of the bearing adapter. End portions 386, 388 may tend to be a bit undersize so that they may slide vertically into place on the thrust lugs, possibly in a modest interference fit. The bearing adapter may slide into place thereafter, and again, may do so in a slight interference fit.
  • The pad, namely resilient member 342 may also have a central or medial portion 394 extending between end portions 386, 388. Medial portion 394 may extend generally horizontally inward to overlie substantial portions, if not substantially all, of the upper surface bearing adapter 44. In one embodiment the resilient member 342 may be formed in the manner of a Pennsy Pad. FIG. 4 a shows an installation thereof. The Pennsy pad may tend to permit a measure of passive steering. The Pennsy pad installation of FIGS. 4 a-4 d may be installed in the sideframe of FIG. 1 a, in combination with a four cornered damper arrangement, as indicated in FIGS. 1 a-1 d or in the single damper arrangement of FIG. 1 e. For example, in one embodiment, the truck of FIG. 1 e may be taken as being a Barber S2HD truck. In another embodiment, the truck of FIG. 1 a may be taken to be a Barber S2HD truck modified to carry a four-cornered damper arrangement, as described above.
  • In the embodiments described herein, the resilient member, which may be an elastomer, and may be a man made polymer having an elastic response, is assumed to be in extensive surface contact with both an underlying member, in the nature of the interface with the underlying bearing adapter, and in extensive surface contact with an overlying member, such as a pedestal seat, or, in some instances, with the pedestal roof itself where no intermediate member is employed. In each case the resilient member is understood to be squeezed bodily between these two interfaces, and to transmit the vertical load imposed during normal operation. That is, the resilient member is expected to transmit a vertical load that is imposed in a direction through the thickness of the material.
  • In this example, and in the other examples discussed below, the gap formed (or, in some examples below, the non-homogenous vertical response created by having regions of different vertical stiffness) may tend to yield a vertical load path discontinuity. This vertical load path discontinuity may tend to cause the vertical loads from the sideframe pedestal to be passed into the bearing in a manner in which the vertical load is shed, or shared, laterally to a greater extent than might be the case but for that discontinuity. This load shedding, or sharing, to either side of top dead center of the bearing races may tend to increase roller loading away from top dead center, and reduce, or moderate it at top dead center. The extent to which this load shedding or load sharing may occur may be greater, or lesser depending on the geometry chosen. It may be that the geometry is chosen to maintain a gap at all times, including under the most extreme vertical design load. Alternatively, it may be chosen to maintain a gap at the mean loading of the bearing races when the truck is carrying its full rated load, be it half a 263,000 lb car, half a 286,000 lb car or half a 315,000 lb car. Alternatively, it may be chosen to maintain a gap at the mean loading plus one, two or three standard deviations from the mean loading, based on recorded load histories. This type of bearing adapter and pad arrangement, or the other embodiments described hereinbelow is not necessarily limited to four wheeled trucks, such as three piece freight car trucks, for example, but may also be used in a six wheeled truck or an eight wheeled truck, or other truck.
  • FIGS. 4 c-4 f
  • The illustrations of FIGS. 4 b and 4 c include illustrations of bearing 46 that are based on the bearing cross-section illustration shown on page 812 of the 1997 Car and Locomotive Cyclopedia. That illustration was provided to the Cyclopedia courtesy of Brenco Inc., of Petersburg, Va. Bearing 46 may be an assembly of parts including an inner ring 760, a pair of tapered roller assemblies 762 whose inner ring engages axle 752, and an outer ring member 764 whose inner frustoconical bearing surfaces engage the rollers of assemblies 762. The entire assembly, including seals, spacers, and backing ring may be held in place by an end cap 766 mounted to the end of axle 752. FIGS. 4 b and 4 c are provided, in part, to illustrate the location of the bearing adapter arches 114, 116, relative to the bearing casing or outer ring member 764, those arches lying in generally parallel planes and being spaced in the axial direction of the bearing sufficiently far apart to bracket the casing, such that the body of the bearing adapter, namely the central portion between the two arches, overspans, and brackets or straddles, the bearing races. That is, the bearing races lie axially between the two end arches. As can be seen in the end cross-section, the apex of the arches, and the center, or central portion, of the body of the bearing adapter, in the centered, at-rest position, may tend to lie directly above the uppermost rollers of the bearing races.
  • FIGS. 4 e-4 g
  • FIGS. 4 e-4 g show views of bearing adapter 44, having underside grooving, 392 in the nature of a pair of laterally extending tapered lobate depressions, cavities, rebates, or reliefs 395, 396 separated by a central bridge region 398 having a deeper section and flanks that taper into reliefs 395, 396. Reliefs 395, 396 may have a major axis that runs laterally with respect to the bearing adapter itself, but, as installed, runs axially with respect to the axis of rotation of the underlying bearing. This major axis may lie at the apex of the under side of bearing adapter 44, parallel to the axis of rotation of bearing 46. The absence of material at reliefs 395, 396 may tend to leave a generally H-shaped footprint on the circumferential surface 400 that seats upon the outside of bearing 46, in which the two side regions, or legs, of the H form lands or pads 402, 404 joined by a relatively narrow waist, namely bridge region 398. To the extent that the undersurface of the lower portion of bearing adapter 44 conforms to an arcuate profile, such as may accommodate the bearing casing, reliefs 395, 396 may tend to run, or extend, predominantly along the apex of the profile, between the pads, or lands, that lie to either side. This configuration may tend to spread the sideframe pedestal load into pads 402, 404 and thence into bearing 46. By leaving a space between the underside of the bearing adapter and the top center of the bearing casing over the bearing races, reliefs 395, 396 may tend to prevent the vertical load being passed in a concentrated manner predominantly into the top rollers in the bearing. Instead, it may perhaps tend to be spread between several rollers in each race somewhat more or less evenly, than might otherwise be the case. Central bridge region 398 may seat above a section of the bearing casing under which there is no race, rather than directly over one of the races. Conversely, reliefs 394, 396 may seat over top center position of the rollers in the bearing races, tending to cause the load to be passed into the bearing casing to either side of the top roller. It is thought that this may tend to encourage longer bearing life. The width of each of reliefs 394, 396 may be taken, on a circumferential arc measurement, to be wider than the width of a roller. Inasmuch as there may be roughly 23 rollers in the bearing, rebate 392, may be larger, or wider, than 15 degrees of arc as measured from the center of rotation of the bearing.
  • FIGS. 5 a-5 d
  • FIGS. 5 a-5 d show an alternate combination of a bearing adapter 410 and resilient member, or pad, 412 to that described above. Pad 412 may be identical to resilient member 342.
  • The underside of bearing adapter 410 may have a circumferentially extending medial groove, channel or rebate 414, having an apex lying on the transverse plane of symmetry of bearing adapter 410, but also a laterally extending underside groove, channel, slot or rebate 416 such as may tend to lie parallel to the underlying longitudinal axis of the wheelset shaft and bearing centreline (i.e., the axial direction) such that the underside of bearing adapter 410 has four corner lands or pads 418 arranged in an array for seating on the casing of the bearing. In this instance, each of the pads, or lands, may be formed on a curved surface having a radius conforming to a body of revolution such as the outer casing of the bearing. Rebate 416 may tend to lie along the apex of the arch of the underside of bearing adapter 410. Rebates 414 and 416 may intersect as shown, form a cross. Rebate 416 may be relatively the shallower, and may be gently radiused into the surrounding bearing adapter body. The body of bearing adapter 410 is more or less symmetrical about both its longitudinal central vertical plane (i.e., on installation, that plane lying vertical and parallel to, if not coincident with, the longitudinal vertical central plane of the sideframe), and also about its transverse central plane (i.e., on installation, that plane extending vertically radially from the center line of the axis of rotation of the bearing and of the wheelset shaft). It may be noted that axial rebate 416 may tend to lie at the section of minimum cross-sectional area of bearing adapter 410. Rebates 414 and 416 may tend to divide, and spread, the vertical load carried through the rocker element over a larger area of the casing of the bearing, and hence more evenly to distribute the load into the rollers of the bearing than might otherwise be the case. As before in one embodiment, the width of rebate 416 may correspond roughly to the width of one roller.
  • FIGS. 6 a-6 d
  • FIGS. 6 a to 6 d show an alternate combination of bearing adapter and resilient pad member to that of FIG. 4 a or 5 a. In FIG. 6 a, a bearing adapter is identified as 420. The resilient pad may be taken as being the same as resilient member 342 described above.
  • Bearing adapter 420 may have a circumferentially extending groove 422 formed therein, which may be generally similar to rebate 414 of bearing adapter 410. However, rather than having an underside lateral groove, bearing adapter 420 may have a topside that is the same as, or substantially similar to that of bearing adapter 44, or 340, except insofar as it has a lateral relief, groove, slot, rebate or channel 424 that may be centered over, and may run parallel to, the axis of rotation of bearing 46. Channel 424 may tend to separate the upper surface of the bed of bearing adapter 420 into two regions 426 and 428. The transition from regions 426 and 428 into channel 424 may be on relatively large radii, and the walls of channel 424 may be inclined, or chamfered as well. In one embodiment, the depth of channel 424 may be of the order of ⅓ to ⅛ of its overall width. The width of channel 424 may correspond to about the arc of one roller of the underlying bearing 46. In other respects, the upper surface of bearing adapter 420 may be substantially the same as bearing adapter 44 or 340. When a vertical load is passed from the pedestal seat or pedestal roof (as may be) into the resilient member 342, it may tend to be compressed against regions 426 and 428, and less compressed (if compressed at all) over channel 424, such that the load may pass into bearing adapter 420 to either side of the top central position.
  • FIGS. 7 a-7 d
  • In FIGS. 7 a-7 d, there is a bearing adapter 430, and a resilient pad 432 which may be taken as being the same as resilient member 342. Bearing adapter 430 may be taken as being the same as bearing adapter 420 except insofar as bearing adapter 430 may employ cusp shaped reliefs or rebates 434, 436, in place of a full lateral slot, such as channel 424. Rebates 434, 436 may have the same general shape in plan view as the underside reliefs shown in FIGS. 4 a-4 d. Rebates 434, 436 may be gently merged into the surrounding structure, as by having angled or chamfered walls that are smoothly radiused into top surface portion 438 and into the adjacent longitudinally extending grooves or channels, 440. In one embodiment, the size of rebates 434, 436 may correspond to the size of one roller of the underlying bearing 46, and may, at their greatest width, subtend about 15-20 degrees of arc as measured from the center of rotation of bearing 46. Alternately, in one embodiment, the dimension of the larges width of rebate 434-436 measured perpendicular to the axis of bearing 46, may be in the range of about ½ to 1 inch. When vertical loads are passed from the sideframe pedestal into resilient member 342 and then into bearing adapter 430, those loads may tend to be introduced to either side of the underlying central roller bearing position. That portion of resilient member 342 lying over rebates 434, 436 may tend not to be compressed vertically to the same extent (if at all) as the adjacent regions of resilient member 342 that may overlie the generally H-shaped upper table-like surface 445 of the bed of bearing adapter 430.
  • FIGS. 8 a-8 d
  • In the embodiment of FIG. 8 a, there may be a bearing adapter 450 and a resilient pad member 452. Bearing adapter 450 may have an underside 453, and therefore an underside interface with bearing 46, that is the same, or substantially the same as the underside of bearing adapter 430 or 420, which may include arches for bracketing the outer ring, or casing, of bearing 46 and a circumferentially extending groove as previously described herein. Bearing adapter 450 may also have an upper surface, or upper interface for mating with resilient pad member 452, that is substantially the same as the upper surface of bearing adapter 44 or 340 previously described.
  • Resilient member 452 may be substantially the same as, or similar to, resilient member 342, and may differ therefrom to the extent that the underside of resilient member 452 may have a laterally extending slot, relief, rebate or channel 454 that extends fully thereacross. Channel 454 may have inclined or chamfered flanks, and the flanks may be smoothly radiused into the back 456 of channel 454 and the adjacent lands 458 and 460 lying to either side thereof, and through which vertical loads may tend to be passed into the upwardly facing bed surface of bearing adapter 450.
  • FIGS. 8 e and 8 f
  • In the embodiment of FIGS. 8 e and 8 f, bearing adapter 450 may be combined with a mating resilient member 462. Resilient member 462 may tend to be substantially the same as resilient member 452, but rather than having a channel in the downwardly facing surface, resilient member 452 may have a laterally extending channel 464 formed in the upwardly facing interface portion thereof, thereby dividing the upper surface into a pair of spaced apart land regions 466, 468 lying to either side of channel 464. The width of channel 464 may be similar to that of channel 454, and may correspond to the width of one roller of the underlying bearing. As with channel 454, channel 464 may have chamfered flanks, or sides, or slopes, and those slopes may be smoothly radiused into the back of the channel and into the adjoining interface regions 466, 468 that bear against the underside of the pedestal seat, or pedestal roof, as may be.
  • FIGS. 8 g and 8 h
  • In the embodiment of FIGS. 8 g and 8 h, bearing adapter 450 may be surmounted by a resilient member 470. Pad member 470 may have a central region 472 having formed within it internal features 474 of lesser stiffness than the body of the adjacent regions 475 and 476 lying to either side thereof. That is, the material of which resilient member 470 is made may have a bulk modulus of elasticity of some value. The bulk modulus of elasticity of the material of features 474 may be of some lesser value, such that, one a vertical displacement is imposed upon the upper surface 476 of resilient member 470, as might be done by a vertically loaded member whose stiffness is much greater than resilient member 470, such as a reinforced pedestal seat or pedestal roof, the mean force per unit area developed in central region 472 may be less, if not much less, than the corresponding mean force per unit area of the adjacent regions. For example, internal features 474 may be substantially completely gas, such as air or carbon dioxide. It may be that features 474 may have the form of blind bores 478 of circular section, extending some distance along resilient member 470, being centered on the lateral plane of symmetry of resilient member 470. It may be that the length of bores 478 may correspond roughly to one roller or underlying bearing 46, or perhaps as much as 1½ rollers. In one embodiment, features 474 are more highly concentrated over the axial position of the underlying bearing races.
  • FIGS. 8 i and 8 j
  • In the embodiment of FIGS. 8 i and 8 j, bearing adapter 450 is surmounted by a pair of first and second resilient members 480, 482 that, taken together, are substantially the same as resilient member 342, except insofar as there is a gap 484 between them when installed. First and second resilient members 480, 482 may be equal in size, such that the resultant gap, 484 may tend to be centered over, and may have roughly the same circumferential extent as, a roller of underlying bearing 46. The substantially planar inwardly extending regions 481 and 483 of resilient members 480, 482, respectively, may, between them, overlay more than ⅔ of the substantially horizontal, upwardly facing surface of bearing adapter 450. They may overlay between half and 9/10 of that upwardly facing surface. In one embodiment each of regions 481 and 483 may overlie more than ⅓ of the upwardly facing surface, and less than 9/20 of that surface. In one embodiment they may each overlie between 35 and 45% of the surface.
  • FIGS. 9 a-9 c
  • In the embodiments of FIGS. 9 a-9 c, a bearing adapter, such as bearing adapter 450, may be surmounted by a resilient member having cusp shaped reliefs or rebates formed therein, of similar nature, and shape, to those previously described. Those cusps may be identified as 488, 490, in the underside of resilient member 492 of FIG. 9 a, or as cusps 494, 496 in the upper surface of resilient member 498 of FIG. 9 b, or cusps 500, 502 that extend fully through resilient member 504 of FIG. 9 c. In each case, the cusps may tend to yield a region above the top central portion of the underlying bearing races through which reduced vertical loading is passed from the pedestal roof to the bearing adapter.
  • FIGS. 10 a-10 e
  • In the embodiments of FIGS. 10 a to 10 e bearing adapter 450 may be surmounted by a resilient member 510, 512 or 514, each having an array of longitudinally extending slots be it 516, 518 or 520. Array 516 may extend through the full depth of section, array 518 may be formed in the upper portion, and extend only partially through the section, and array 520 may be formed in the lower portion and extend upwardly only partially though the section. The central region 522, 524 or 526 of each resilient member may tend to have a lower mean vertical stiffness per unit area than the adjacent regions of unslotted material to either side thereof. consequently, vertical loads may tend to be passed predominantly to either side of the central slotted region. This central slotted region may tend to lie over the top center of the bearing, and over the top center of the races of the bearing.
  • FIG. 10 f
  • In FIG. 10 f, bearing adapter 450 is surmounted by a mating resilient member 530 that is substantially the same as resilient member 342 except insofar as it has end regions 532, 534 that are made of a material having a first bulk modulus of elasticity, or a first response to vertical loading, and a central region 536 that has a second bulk modulus of elasticity, or a second response to vertical loading. For example, regions 532 and 534 may be made of a higher density polymeric material than central region 536. Central region 536 may have a lower vertical stiffness per unit area than adjacent regions 532 and 534, such that when squeezed between the pedestal roof and the bearing adapter, as by a vertical load, the force transmitted through regions 532 and 534 may tend to be disproportionately greater on a force per unit area basis than through region 536. Region 536 may have a width corresponding to the width of roughly a single roller of bearing 46.
  • FIG. 10 g
  • In FIG. 10 f, bearing adapter 450 may be surmounted by a resilient member 540. Resilient member 540 may have an array of bores, or voids, 542 formed therein in a central region 544. Adjacent regions 546 and 548 may lack such bores or voids. The mean vertical stiffness per unit area of central region 544 may be less than the corresponding mean vertical stiffness per unit area of regions 546, 548, such that vertical loading of resilient member, as when loaded by vertical forces imposed by a sideframe pedestal, may tend to be carried preferentially, or disproportionately by the adjacent regions 546 or 548. Voids 542 may extend fully through the thickness of region 544, or may extend only partially therethrough.
  • FIGS. 11 a and 11 b
  • In FIG. 11 a an alternate wheelset to sideframe pedestal interface assembly may include bearing adapter 450 mounted to bearing 46. Resilient member 342 may be mounted to bearing adapter 450. Another member 550 may be mounted between resilient member 342 and the pedestal roof 552. Member 550 may be a pedestal seat 554 having a downwardly facing pad engagement interface, indicate generally as 556, and an upwardly facing surface 558 for mating with the pedestal roof. Pedestal seat 550 may have the general form of a Dynaclip pedestal roof liner, including longitudinally extending members for grasping the sideframe, in the nature of sprung, curled up edges that may seat in a spring fit to the sideframe on either side of the pedestal roof. Pad engagement interface 556 Pedestal seat 554 may include a pair of spaced apart, downwardly extending pedestal, or plates, or standoffs, indicated as load transfer members 560, 562. Members 560, 562 stand proud of the downwardly facing intervening portion 564 of pedestal seat 554 be a height (or depth, as it my alternately be termed) that may be as great as, or greater than, the deflection of the underlying resilient member 342 when truck 20 is loaded to some level, be it the full rated capacity of the truck, or some value representing the mean in service loading of the truck plus, for example, one or two standard deviations from that mean loading. The spacing between members 560 and 562 may be greater than the width of one roller of the rollers in the roller bearing, and may be in the range of ¾ to 1¼ inches, and may be centered over the top of bearing 46. Members 560 and 562 could also be formed from a single rectangular plate, having an H-shaped footprint defined therein, similar to the H-shaped footprint described above in the context of bearing adapters and resilient pads.
  • FIGS. 11 c to 11 e
  • In the alternate embodiment of FIG. 11 c, a pedestal seat 566 may be used in place of pedestal seat 554. Pedestal seat 566 may have sideframe indexing or engagement features, such as may be in the nature of lugs 568, 570 formed by notching an upturned side flange. These lugs may engage a similar mating lug mounted centrally on the pedestal roof lateral centerline. Pedestal seat 566 may include a central body portion 572, which may be in the nature of a substantially rectangular plate extending between the upturned lugs, and extending under the length of the sideframe pedestal roof for a length that may generally correspond to the length of underlying bearing adapter 450. Vertical loads may be passed from the pedestal roof into resilient member 342 and bearing adapter 450. The downwardly facing resilient pad load transfer interface 574 of pedestal seat 566 may include a laterally extending slot, rebate, relief, or channel 576 formed therein, and centered over the axis of rotation of bearing 46. (Alternatively, and H-shaped land could be defined by forming cusps in seat 566 in the substantially planar horizontal central portion 572, in the manner of the cusps described above.) The depth of the relief, or channel 576 (or cusps, as may be) may be as great as, or greater than the vertical deflection of resilient member 342 when vertical loads are passed from the pedestal seat during operation of truck 20. As noted above, the depth of the relief may be based on the deflection of the resilient pad at the full rated load of the truck, at the mean loading, at the mean loading plus one, two, or three standard deviations, or another design value. In one embodiment the depth may be chosen such that, in most, if not all regimes of operation a gap may be maintained between the top of resilient member 342 and the underside of the central portion of the relief, be it channel 576. This same criterion may apply to one or more embodiments of the other embodiments described herein for establishing a vertical load path discontinuity.
  • Whether in the context of an embodiment of FIG. 11 a, FIG. 11 c, or some other, it may be understood that a similar result may be achieved by forming a pedestal seat roof having a downwardly facing interface for mating directly with, for example, resilient member 243, wherein that downwardly facing interface is the same, or similar to, that of either pedestal seat member 554 or 556, having a pair of spaced apart blocks, in which the pairing of the blocks, (or a single plate formed to have an H-shaped footprint as described), and the spacing may be centered to run laterally over the axis of the bearing, such plate or profile being welded in place, for example.
  • FIGS. 12 a to 12 c
  • In the embodiment of FIGS. 12 a-12 c, there is a bearing adapter 580 which may have an underside that may have a bearing engagement interface similar to that of bearing adapter 450. The top side of bearing adapter 450 may include a central region 582, and two adjacent side regions 584 and 586. Central region 582 may be about an inch wide, and may have an upwardly facing surface 588 that is substantially planar, and that may tend to lie in a horizontal plane when installed in an at-rest position of a railroad car on level tangent track. Side regions 584 and 586 may have upwardly facing surfaces that stand proud of surface 588. Side regions 584 and 586 may be formed on a radius, R1. That radius, R1, may be (nominally, or actually) a 60 inch crown radius, with the axis of the crown being perpendicular to the axis of rotation of bearing 46. Bearing adapter 580 has corner abutments 590, and arches 592, and end walls 594. The end walls and the adjacent corner abutments 590 at each end form a channel shaped opening such that, when installed, the thrust lugs of the pedestal jaws lie in the channel shaped opening.
  • A resilient member 594 seats on top of bearing adapter 580. Resilient member 594 has a central portion 596 that runs between end portions 596 and 598. End portions 594 and 598 may include downwardly depending legs 600 and 602 that may seat inside the corner abutments, and a depending skirt 604 that may seat against end wall 594. The upper surface 606 of resilient member 594 may be flat, and may matingly engage the pedestal seat or pedestal roof as may be. The lower surface of central portion 596 may seat upon the upwardly facing surfaces of regions 584 and 586. Inasmuch as those surfaces are proud of the surface of central region 582, vertical loads may tend to compress those regions of resilient member 594 that lie over regions 584 and 586 than that region of resilient member 594 that lies over central portion 586. In one embodiment the underside 608 of resilient member 594 may be formed on a radius R2 that may be the same as, or at least nominally similar to radius R1, such that the part may matingly engage, and, when undeflected, may leave a gap between the underside of resilient member 594 and the upwardly facing surface of central region 582.
  • In one embodiment, resilient member 594 may include an internal member 610 such as may be a plate. Internal member 610 may be made of a steel or predominantly iron based alloy, and may be bonded or cast inside resilient member 594. Internal member may be substantially planar, and may, in one embodiment, extend throughout the majority of the central portion of resilient member 594. In another embodiment, there may be two internal members 610, one being located to seat predominantly, or entirely, over each of regions 584 and 586, and being spaced apart from each other.
  • FIGS. 12 d and 12 e
  • FIGS. 12 d and 12 e show another embodiment of bearing adapter and resilient pad combination. The bearing adapter may once again be bearing adapter 580, as shown in FIGS. 12 a to 12 c, and described above. The resilient member may be a laminated resilient assembly 612 that may include a bottom skin, or plate 614 formed to seat upon regions 584 and 586 of bearing adapter 580. Plate 614 may be made of a metal, such as steel. Plate 614 may leave a gap over central portion 582 of bearing adapter 580. Plate 614 may have a bottom surface formed to conform to the upwardly facing curved surfaces of regions 584 and 586. Plate 614 may also have indexing or locating features, such as may be in the nature of laterally extending locating lugs, or fingers, or claws, or tabs, with downwardly curved toes or tangs or tabs 616 such as may bracket a laterally extending lug 618 of bearing adapter 580.
  • A first layer of resilient material, indicated as 620, may be bonded to the upper surface of plate 614. An intermediate plate 622 may be bonded atop layer 620. A second layer 624 of resilient material may be bonded to intermediate plate 622. A top plate, or pedestal liner 626 may be mounted above layer 624, and may have tangs 628 for location about lugs 630 mounted on sideframe 26 on either side of the pedestal roof 632.
  • FIGS. 13 a and 13 b
  • FIGS. 13 a and 13 b show an alternate embodiment in which a bearing 640 has a casing 642 having a bearing adapter integrally formed thereon. Bearing 640 is, in most respects, the same as, or similar to bearing 46 in terms of general construction, race location, number and size of rollers, and so on. In addition to having an upper portion 644 that may have substantially the same upper surface bed features as bearing adapter 44, and so being able to mate with resilient member 342, upper portion 644 may include internal cavities 646, 648 formed to lie over the apex of the bearing races in the top dead center position. Cavities 646 and 648 may be centered over the axis of rotation of the roller bearing races of bearing 640. A web 650 may run circumferentially between cavities 646 and 648, centrally between, rather than over, the bearing races. In the circumferential direction, cavities 646 and 648 may have an extent corresponding to, or perhaps somewhat greater than the size of one roller. Similarly, in the axial direction, cavities 646 and 648 may have a length as great as or greater than the length of one roller. The shape of cavities 646 and 648 is such as to leave a lower arch, or ring section 652 over the uppermost roller position, and an arched roof portion 654, which may tend to distribute vertical loading to either side of the uppermost roller position. The juncture between arched roof portion 654 and ring section 652 may be on a smooth radius.
  • Friction Surfaces
  • In the various truck embodiments described herein, there is a friction damping interface between the bolster and the sideframes. Either the sideframe columns or the damper (or both) may have a low or controlled friction bearing surface, that may include a hardened wear plate, that may be replaceable if worn or broken, or that may include a consumable coating or shoe, or pad. That bearing face of the motion calming, friction damping element may be obtained by treating the surface to yield desired coefficients of static and dynamic friction whether by application of a surface coating, and insert, a pad, a brake shoe or brake lining, or other treatment. Shoes and linings may be obtained from clutch and brake lining suppliers, of which one is Railway Friction Products. Such a shoe or lining may have a polymer based or composite matrix, loaded with a mixture of metal or other particles of materials to yield a specified friction performance. Shoes and linings may be replaceable, as indicated, for example in U.S. Pat. No. 6,374,749 of Duncan, or U.S. Pat. No. 6,701,850 of McCabe et al, (those documents being incorporated by reference herein).
  • That friction surface may, when employed in combination with the opposed bearing surface, have a co-efficient of static friction, μs, and a co-efficient of dynamic or kinetic friction, μk, The coefficients may vary with environmental conditions. For the purposes of this description, the friction coefficients will be taken as being considered on a dry day condition at 70 F. In one embodiment, when dry, the coefficients of friction may be in the range of 0.15 to 0.45, may be in the narrower range of 0.20 to 0.35, and, in one embodiment, may be about 0.30. In one embodiment that coating, or pad, may, when employed in combination with the opposed bearing surface of the sideframe column, result in coefficients of static and dynamic friction at the friction interface that are within 20%, or, more narrowly, within 10% of each other. In another embodiment, the coefficients of static and dynamic friction are substantially equal. It may be that an elastomeric material may be employed as described in U.S. patent Re 31784 or Re 31,988 both of Wiebe, (those documents being incorporated herein by reference)
  • Sloped Wedge Surface
  • Where damper wedges are employed, a generally low friction, or controlled friction pad or coating may also be employed on the sloped surface of the damper that engages the wear plate (if such is employed) of the bolster pocket where there may be a partially sliding, partially rocking dynamic interaction. A controlled friction interface between the slope face of the wedge and the inclined face of the bolster pocket, in which the combination of wear plate and friction member may tend to yield coefficients of friction of known properties, may be used. A polymeric surface, or pad having these friction properties may be used, as may a suitable clutch or brake lining material. In some embodiments those coefficients may be the same, or nearly the same, and may have little or no tendency to exhibit stick-slip behaviour, or may have a reduced stick-slip tendency as compared to cast iron on steel. Further, the use of brake linings, or inserts of cast materials having known friction properties may tend to permit the properties to be controlled within a narrower, more predictable and more repeatable range such as may yield a reasonable level of consistency in operation. The coating, or pad, or lining, may be a polymeric element, or an element having a polymeric or composite matrix loaded with suitable friction materials. It may be obtained from a brake or clutch lining manufacturer, or the like. One such firm that may be able to provide such friction materials is Railway Friction Products of 13601 Laurinburg Maxton Ai, Maxton N.C.; another may be Quadrant EPP USA Inc., of 2120 Fairmont Ave., Reading Pa. In one embodiment, the material may be the same as that employed by the Standard Car Truck Company in the “Barber Twin Guard” (t.m.) damper wedge with polymer covers. In one embodiment the material may be such that a coating, or pad, may, when employed with the opposed bearing surface of the sideframe column, result in coefficients of static and dynamic friction at the friction interface that are within 20%, or more narrowly, within 10% of each other. In another embodiment, the coefficients of static and dynamic friction are substantially equal. The co-efficient of dynamic friction may be in the range of 0.15 to 0.30, and in one embodiment may be about 0.20.
  • A damper may be provided with a friction specific treatment, whether by coating, pad or lining, on both the vertical friction face and the slope face. The coefficients of friction on the slope face need not be the same as on the friction face, although they may be. In one embodiment it may be that the coefficients of static and dynamic friction on the friction face may be about 0.3, and may be about equal to each other, while the coefficients of static and dynamic friction on the slope face may be about 0.2, and may be about equal to each other. In either case, whether on the vertical bearing face against the sideframe column, or on the sloped face in the bolster pocket, the present inventors consider it to be advantageous to avoid surface pairings that may tend to lead to galling, and stick-slip behaviour.
  • Combinations and Permutations
  • The present description recites many examples of dampers and bearing adapter arrangements. Not all of the features need be present at one time, and various optional combinations can be made. As such, the features of the embodiments of several of the various figures may be mixed and matched, without departing from the spirit or scope of the invention. For the purpose of avoiding redundant description, it will be understood that the various damper configurations can be used with spring groups of a 2×4, 3×3, 3:2:3, 2:3:2, 3×5 or other arrangement. Similarly, several variations of bearing to pedestal seat adapter interface arrangements have been described and illustrated. There are a large number of possible combinations and permutations of damper arrangements and bearing adapter arrangements. In that light, it may be understood that the various features can be combined, without further multiplication of drawings and description.
  • The various embodiments described herein may employ self-steering apparatus in combination with dampers that may tend to exhibit little or no stick-slip behaviour. They may employ a “Pennsy” pad, or other elastomeric pad arrangement, for providing self-steering. Further still, the various embodiments described herein may employ a four cornered damper wedge arrangement, which may include bearing surfaces of a non-stick-slip nature, in combination with a self steering apparatus.
  • Various embodiments of the invention have been described in detail. Since changes in and or additions to the above-described best mode may be made without departing from the nature, spirit or scope of the invention, the invention is not to be limited to those details but only by the appended claims.

Claims (36)

1. (canceled)
2. (canceled)
3. (canceled)
4. (canceled)
5. (canceled)
6. (canceled)
7. (canceled)
8. (canceled)
9. (canceled)
10. (canceled)
11. (canceled)
12. (canceled)
13. (canceled)
14. (canceled)
15. (canceled)
16. (canceled)
17. A bearing adapter for installation between a bearing of a railroad car truck wheelset and a pedestal mounting of a railroad car truck sideframe, the wheelset bearing having an axis of rotation defining an axial direction, and first and second axially spaced apart bearing races contained within a bearing casing, the bearing races extending about the axis in a circumferential direction, the pedestal mounting having a roof that, in operation, lies over the bearing, wherein said bearing adapter comprises:
a body having a first scat for engagement with the casing of the wheel bearing, and a second seat for orientation facing toward the pedestal mounting roof;
said first seat including first and second side portions having surfaces for mating with the bearing casing at circumferentially spaced apart locations abreast of one of the bearing races;
said first seat including a central portion located circumferentially between said side portions, at least part of said central portion including a relief; and,
said bearing adapter being mountable on the bearing in a position in which said relief of said part of said central portion is located abreast of and above one of the bearing races and said first and second portions are located circumferentially to either side of top dead center of the bearing respectively, and, when so mounted, said first and second portions defining dominant load transfer interfaces from said bearing adapter into said bearing for vertical loads from the sideframe passed into said bearing adapter at said second seat.
18. The bearing adapter of claim 17 wherein said bearing adapter has a first arch and a second arch, said first and second arches being axially spaced apart, with said first, second and central portions of said first seat lying therebetween.
19. The bearing adapter of claim 17 wherein said relief formed in said bearing adapter extends predominantly axially.
20. The bearing adapter of claim 17 wherein said first seat is relieved at top dead center locations corresponding to both of the two bearing races.
21. The bearing adapter of claim 17 wherein said relief includes an axially extending slot
22. The bearing adapter of claim 17 further including a circumferentially extending groove locatable on the bearing casing axially intermediate the bearing races.
23. The bearing adapter of claim 17 further including a circumferentially extending groove locatable on the bearing casing axially intermediate the bearing races and said relief includes an axially extending slot intersecting said groove.
24. The bearing adapter of claim 17 wherein said first and second side portions are formed on radiused arcs of a first radius of curvature, said radius of curvature having a center of curvature, and, at the location of said relieved part, said central portion has a surface facing toward said center of curvature, said surface of said relief lying a distance greater than said first radius of curvature from said center of curvature.
25. The bearing adapter of claim 17 wherein said first scat has an array of pads formed on an arcuate profile each of said first and second portions including respective first and second ones of said pads, said first and second pads being circumferentially separated by said relief of said part of said central portion of said first seat.
26. The bearing adapter of claim 25 wherein:
there is a first pad, and a second pad, a third pad and a fourth pad;
said first pad and said second pad are axially spaced from said third and fourth pads;
said first pad is circumferentially spaced from said second pad;
said third pad is circumferentially spaced from said fourth pad; and
said relieved part of said central portion is located circumferentially between said first pad and said second pad, and between said third pad and said fourth pad.
27. The bearing adapter of claim 17 wherein said first scat defines an underside of said bearing adapter, said underside having a predominantly arched shape, the arched shape having an apex, and said relief lies at the apex of said arched shape and, when installed, extends over one of the bearing races.
28. The bearing adapter of claim 17 wherein said first seat defines an underside of said bearing adapter, said underside having a predominantly arched shape, said arched shape having an axially extending apex, and said relief of said part of said central portion runs axially along the apex of the predominantly arched shape.
29. The bearing adapter of claim 28 wherein the underside has a circumferentially formed groove, and said groove intersects said relief of said central portion.
30. A combination of the bearing adapter of claim 17, and a resilient pad, said resilient pad being engageable in said second seat.
31. The combination of claim 30 wherein said resilient pad extends over said central portion of said bearing adapter.
32. The combination of claim 30 wherein said bearing adapter includes end walls and corner portions co-operable to seat about pedestal jaw thrust lugs, and said resilient pad includes an end portion engageable to one of said end walls of said bearing adapter between said corner portions, and, on installation, said end portion seats between the thrust lug and the end portion.
33. The combination of the bearing adapter of claim 17 and a wheel bearing, the bearing adapter being seated thereon.
34. A railroad car truck having a pair of sideframes and a truck bolster mounted cross-wise therebetween, said sideframes having pedestal mounts, and said sideframes being mounted to wheelsets, the wheelsets having bearings, and bearing adapters according to claim 17 being mounted in said pedestal mounts on said bearings.
35. The railroad car truck of claim 34 wherein resilient pads arc mounted to said bearing adapters between said second scats thereof and said pedestal mounts.
36. The railroad car truck of claim 34 wherein said truck is a Barber S2HD truck.
US11/019,664 2004-12-23 2004-12-23 Rail road car truck and bearing adapter fitting therefor Abandoned US20060137565A1 (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150183442A1 (en) * 2013-12-30 2015-07-02 Nevis Industries Llc Railcar truck roller bearing adapter pad systems
US9216450B2 (en) 2011-05-17 2015-12-22 Nevis Industries Llc Side frame and bolster for a railway truck and method for manufacturing same
US9233416B2 (en) 2011-05-17 2016-01-12 Nevis Industries Llc Side frame and bolster for a railway truck and method for manufacturing same
US9346098B2 (en) 2011-05-17 2016-05-24 Nevis Industries Llc Side frame and bolster for a railway truck and method for manufacturing same
USD762521S1 (en) * 2014-12-05 2016-08-02 Nevis Industries Llc Adapter for railcar truck
US20170096149A1 (en) * 2013-12-30 2017-04-06 Nevis Industries Llc Railcar truck roller bearing adapter-pad systems
US10358151B2 (en) * 2013-12-30 2019-07-23 Nevis Industries Llc Railcar truck roller bearing adapter-pad systems
US10543858B2 (en) 2017-03-20 2020-01-28 Amsted Rail Company, Inc. Railway car truck with friction shoes
US10569790B2 (en) * 2013-12-30 2020-02-25 Nevis Industries Llc Railcar truck roller bearing adapter-pad systems

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7966946B1 (en) * 2010-10-21 2011-06-28 Amsted Rail Company, Inc. Railway truck pedestal bearing adapter
CN103538596B (en) * 2013-11-12 2016-07-06 中车眉山车辆有限公司 A kind of split type adapter of railway goods train bogie
USD753545S1 (en) 2014-12-05 2016-04-12 Nevis Industries Llc Adapter pad for railcar truck
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US11052928B2 (en) 2018-05-31 2021-07-06 Aktiebolaget Skf Railcar adapter for connecting a railcar body to a bearing
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US10974742B2 (en) * 2018-05-31 2021-04-13 Aktiebolaget Skf Railcar adapter for connecting a railcar body to a bearing
US10960904B2 (en) * 2018-05-31 2021-03-30 Aktiebolaget Skf Railcar adapter for connecting a railcar body to a bearing
US11414107B2 (en) * 2019-10-22 2022-08-16 National Steel Car Limited Railroad car truck damper wedge fittings

Citations (97)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1745322A (en) * 1928-04-03 1930-01-28 Gen Motors Corp Journal box and car-frame support
US1855903A (en) * 1929-10-12 1932-04-26 Gen Motors Corp Journal box and truck construction
US1902823A (en) * 1929-03-22 1933-03-28 American Steel Foundries Truck frame mounting
US1953103A (en) * 1930-06-07 1934-04-03 Timken Roller Bearing Co Car truck
US2155615A (en) * 1936-11-07 1939-04-25 Rice Charles De Los Articulated train
US2367510A (en) * 1941-12-01 1945-01-16 American Steel Foundries Car truck
US2434583A (en) * 1944-10-02 1948-01-13 Raymond C Pierce Snubbed quick wheel change truck
US2434838A (en) * 1944-04-21 1948-01-20 American Steel Foundries Car truck
US2458210A (en) * 1947-09-04 1949-01-04 American Steel Foundries Snubbed truck
US2497460A (en) * 1946-11-06 1950-02-14 Standard Car Truck Co Stabilized lateral motion truck for railway cars
US2551064A (en) * 1945-03-29 1951-05-01 Scullin Steel Co Snubbed bolster truck
US2669943A (en) * 1950-10-16 1954-02-23 Scullin Steel Co Railway truck bolster assembly
US2737907A (en) * 1950-11-07 1956-03-13 Chrysler Corp Railway truck
US2777400A (en) * 1953-03-02 1957-01-15 Miner Inc W H Friction shock absorbing means for railway car trucks
US2827987A (en) * 1956-03-05 1958-03-25 Standard Car Truck Co Friction wedge for stabilized car truck
US2883944A (en) * 1955-11-30 1959-04-28 Symington Wayne Corp Snubbed railway trucks
US3024743A (en) * 1960-12-05 1962-03-13 Standard Car Truck Co Self-aligning friction shoe for railway car stabilized trucks
US3026819A (en) * 1961-05-29 1962-03-27 Symington Wayne Corp Stabilized truck
US3302589A (en) * 1965-12-17 1967-02-07 Standard Car Truck Co Lateral motion axle bearing adaptor for railway car truck
US3381629A (en) * 1965-07-01 1968-05-07 Buckeye Steel Castings Co Cushion mounted bearing adaptor for railway trucks
US3559589A (en) * 1968-09-06 1971-02-02 Standard Car Truck Co Bolster-dampened freight car truck
US3575117A (en) * 1968-06-12 1971-04-13 Amsted Ind Inc Railway truck bolster snubber
US3638582A (en) * 1969-12-03 1972-02-01 Buckeye Steel Castings Co Resilient bearing mounting
US3714905A (en) * 1971-02-16 1973-02-06 Standard Car Truck Co Dampened railway car truck
US3785298A (en) * 1972-02-16 1974-01-15 Buckeye Steel Castings Co Cushion mounting bearing adaptor for railway trucks
US3802353A (en) * 1972-06-22 1974-04-09 Amsted Ind Inc Friction dampened railway truck bolster
US3880089A (en) * 1974-03-29 1975-04-29 Diversified Ind Inc A K A Scul Railway truck side frame and wear plate construction
US3885842A (en) * 1973-09-21 1975-05-27 Koyo Seiko Co Bearing lubricating device
US4003318A (en) * 1975-06-25 1977-01-18 Standard Car Truck Company Reinforced bolster pocket wall
US4067260A (en) * 1975-01-14 1978-01-10 Schweizerische Lokomotiv-Und Maschinenfabrik Rack and pinion and adhesion drive locomotive
US4072112A (en) * 1976-05-24 1978-02-07 A. Stucki Company Resiliently biasing truck pedestal-bearing retention assembly
US4078501A (en) * 1975-08-04 1978-03-14 Amsted Industries Incorporated Pedestal roof wear liner
US4084514A (en) * 1975-06-25 1978-04-18 Standard Car Truck Company Damping railway truck bolster friction shoe
US4148469A (en) * 1978-01-23 1979-04-10 Standard Car Truck Company Dual rate spring with elastic spring coupling
US4151801A (en) * 1975-07-08 1979-05-01 South African Inventions Development Corporation Self-steering railway truck
US4186914A (en) * 1978-06-16 1980-02-05 Amsted Industries Incorporated Dual rate spring device for railroad car trucks
US4192240A (en) * 1978-04-12 1980-03-11 Amsted Industries Incorporated Pedestal roof wear liner
US4196672A (en) * 1977-02-07 1980-04-08 Standard Car Truck Company Reinforced bolster
US4242966A (en) * 1979-04-26 1981-01-06 Acf Industries, Incorporated Railway car truck transom including a tubular bearing assembly
US4244297A (en) * 1973-10-23 1981-01-13 Monselle Dale E Articulated railway car trucks
US4254712A (en) * 1979-10-22 1981-03-10 Amsted Industries Incorporated Railway truck side frame wear plate mounting
US4254713A (en) * 1979-11-21 1981-03-10 Amsted Industries Incorporated Damping railway truck friction shoe
US4256041A (en) * 1979-07-16 1981-03-17 Amsted Industries Incorporated Damping railway truck friction shoe
US4265182A (en) * 1979-07-02 1981-05-05 Acf Industries, Inc. Damping railway car truck
US4311098A (en) * 1980-02-19 1982-01-19 E. I. Dupont De Nemours And Company Railway car truck bolster
US4316417A (en) * 1976-01-14 1982-02-23 Dresser Industries, Inc. Welded side frame column wear plate
US4370933A (en) * 1981-04-06 1983-02-01 Amsted Industries Incorporated Railway car truck bolster assembly
US4373446A (en) * 1980-07-28 1983-02-15 Dresser Industries, Inc. Bearing adapter for railroad trucks having steering arms
US4426934A (en) * 1982-01-20 1984-01-24 Standard Car Truck Company Friction casting bolster pocket wear plate having a plurality of sides
US4434720A (en) * 1982-02-18 1984-03-06 Amsted Industries Incorporated Multi-rate side bearing for a railway truck
US4444122A (en) * 1981-08-27 1984-04-24 The Budd Company Primary suspension system for a railway car
USRE31784E (en) * 1977-10-10 1985-01-01 A. Stucki Company Railway truck bolster friction assembly
US4491075A (en) * 1982-05-14 1985-01-01 Amsted Industries Incorporated Snubbed railway car truck
US4512261A (en) * 1982-06-21 1985-04-23 A. Stucki Company Self-steering railway truck
US4574708A (en) * 1984-01-03 1986-03-11 Buckeye International, Inc. Damping mechanism for a truck assembly
US4590864A (en) * 1983-11-18 1986-05-27 Pullman Standard Inc. Single axle truck suspension for railway flat car
US4637319A (en) * 1984-12-03 1987-01-20 Amsted Industries Incorporated Bolster friction shoe pocket
US4660476A (en) * 1984-03-29 1987-04-28 Franz Philip M Self-steering rail truck
US4813359A (en) * 1987-09-24 1989-03-21 Thrall Car Manufacturing Company Single axle railroad truck with frame improvements
US4825776A (en) * 1987-08-10 1989-05-02 Amsted Industries Incorporated Railway truck friction shoe with resilient pads
US4825775A (en) * 1987-04-20 1989-05-02 Amsted Industries Incorporated Railcar truck bolster with preassembled friction shoes
US4915031A (en) * 1981-06-29 1990-04-10 Hansen, Inc. Railway truck damping assembly
US4986192A (en) * 1989-04-11 1991-01-22 A. Stucki Company Division Of Hansen Inc. Railway truck bolster friction assembly
US5000097A (en) * 1974-01-31 1991-03-19 Railway Engineering Associates, Inc. Self-steering railway truck
US5001989A (en) * 1989-02-21 1991-03-26 Amsted Industries Incorporated Single axle suspension system for railway car truck
US5009521A (en) * 1989-07-14 1991-04-23 A. Stucki Company Division Of Hansen, Inc. Railway truck and bearing adapter therefor, and method for controlling relative motion between truck components
US5081935A (en) * 1990-04-09 1992-01-21 Transit America, Inc. Railroad car vertical isolator pad
US5086708A (en) * 1990-11-01 1992-02-11 Amsted Industries Incorporated Railcar truck bolster with immobilized friction shoes
US5095823A (en) * 1990-12-17 1992-03-17 Amsted Industries Incorporated Friction shoe for railcar truck
US5107773A (en) * 1990-09-27 1992-04-28 Dofasco Inc. Railway trucks
US5111753A (en) * 1990-12-21 1992-05-12 Amsted Industries Incorporated Light weight fatigue resistant railcar truck bolster
US5176083A (en) * 1991-04-23 1993-01-05 Standard Car Truck Company Railroad car truck damping member with open cavity and support rib construction
US5404826A (en) * 1991-08-08 1995-04-11 Pennsy Corporation Bearing adapter for railway trucks having downward depending ends on adapter plate for protecting the adapter thrust lugs
US5410968A (en) * 1993-10-04 1995-05-02 Amsted Industries Incorporated Lightweight fatigue resistant railcar truck sideframe with tapering I-beam construction
US5417163A (en) * 1991-05-15 1995-05-23 Sambre Et Meuse (Societe Anonyme) Railway bogie with frame having selective deformability
US5481986A (en) * 1994-11-09 1996-01-09 Amsted Industries Incoporated Lightweight truck sideframe
US5503084A (en) * 1994-10-17 1996-04-02 Amsted Industries Incorporated Device for improving warp stiffness of a railcar truck
US5509358A (en) * 1994-12-08 1996-04-23 Amsted Industries Incorporated Railcar truck bearing adapter construction
US5511489A (en) * 1994-05-17 1996-04-30 Standard Car Truck Company Dual face friction wedge
US5613445A (en) * 1995-06-06 1997-03-25 Plymouth Locomotive International, Inc. Locomotive
US5632208A (en) * 1995-11-13 1997-05-27 National Castings Incorporated Multi-axle railroad car truck
US5722327A (en) * 1995-11-20 1998-03-03 Amsted Industries Incorporated Device for improving warp stiffness of a railcar truck
US5735216A (en) * 1994-12-28 1998-04-07 Standard Car Truck Company Roller bearing adapter stabilizer bar
US5746137A (en) * 1994-12-08 1998-05-05 Amsted Industries Incorporated Railcar truck bearing adapter construction
US5875721A (en) * 1996-05-28 1999-03-02 Hansen Inc. Railway car truck and method and apparatus for velocity-dependent friction damping
US6173655B1 (en) * 1998-08-20 2001-01-16 Amsted Industries Incorporated Side frame-bolster interface for railcar truck assembly
US6178894B1 (en) * 2000-01-07 2001-01-30 Charles J. Leingang Lateral control mount
US6186075B1 (en) * 1998-08-20 2001-02-13 Amsted Industries Incorporated Side frame-bolster interface for railcar truck assembly
US6338300B1 (en) * 1998-09-02 2002-01-15 Alstom France Sa Bogie with composite side members
US6371033B1 (en) * 1999-10-05 2002-04-16 Trn Business Trust High capacity integrated railway car truck
US6374749B1 (en) * 1999-10-07 2002-04-23 Naco, Inc. Friction wedge for a railroad car truck having a replaceable wear member
US20030024429A1 (en) * 2001-08-01 2003-02-06 Forbes James W Rail road freight car with resilient suspension
US20030037696A1 (en) * 2001-08-01 2003-02-27 National Steel Car Ltd. Rail road car truck with rocking sideframe
US20030041772A1 (en) * 2001-08-01 2003-03-06 National Steel Car Ltd. Rail road freight car with damped suspension
US6672224B2 (en) * 2001-03-21 2004-01-06 Asf-Keystone, Inc. Railway car truck with a rocker seat
US6688236B2 (en) * 1999-05-06 2004-02-10 Standard Car Truck Company Friction wedge design optimized for high warp friction moment and low damping force
US6701850B2 (en) * 2002-08-07 2004-03-09 Westinghouse Air Brake Technologies Corporation Friction wedge liner with backing plate

Family Cites Families (140)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1316553A (en) * 1919-09-23 Planoqraci
US931658A (en) * 1909-08-17 Nat Malleable Castings Co Axle-bearing device for cars.
CA714822A (en) 1965-08-03 A. Shafer James Railway car truck
US692086A (en) * 1900-08-20 1902-01-28 Nat Malleable Castings Co Car-axle box.
US895157A (en) * 1907-04-25 1908-08-04 Samuel Prescott Bush Car-truck.
US1695085A (en) * 1927-08-31 1928-12-11 James R Cardwell Railway-car truck
US1823884A (en) * 1928-05-28 1931-09-22 Gen Motors Corp Car frame support and journal box
US2053990A (en) * 1930-09-13 1936-09-08 Standard Coupler Co Anti-oscillating device
US2009771A (en) * 1932-03-30 1935-07-30 Standard Coupler Co Car stabilizer
US2129408A (en) * 1936-07-02 1938-09-06 Arthur C Davidson Truck stabilizer
US2257109A (en) * 1938-08-23 1941-09-30 Arthur C Davidson Truck stabilizer
US2324267A (en) * 1940-12-20 1943-07-13 American Steel Foundries Truck
US2333921A (en) * 1941-01-30 1943-11-09 American Steel Foundries Car truck
US2352693A (en) * 1941-06-07 1944-07-04 Arthur C Davidson Railway truck
US2408866A (en) * 1943-05-29 1946-10-08 Miner Inc W H Railway car truck
US2424936A (en) * 1943-09-23 1947-07-29 American Steel Foundries Car truck
US2404278A (en) * 1944-05-26 1946-07-16 Miner Inc W H Railway car truck
US2570159A (en) * 1945-08-17 1951-10-02 American Steel Foundries Snubbed bolster truck
US2693152A (en) * 1946-01-19 1954-11-02 American Steel Foundries Railway truck damping device
US2446506A (en) * 1946-08-08 1948-08-03 Charles D Barrett Snubbed bolster car truck
US2697989A (en) * 1947-06-21 1954-12-28 Nat Malleable & Steel Castings Car truck
US2528473A (en) * 1948-04-07 1950-10-31 American Steel Foundries Snubbed truck
US2650550A (en) * 1948-07-08 1953-09-01 American Steel Foundries Snubbed bolster truck
US2661702A (en) * 1948-10-08 1953-12-08 American Steel Foundries Snubbed truck
US2687100A (en) * 1949-03-12 1954-08-24 Miner Inc W H Stabilizer for railway car trucks
US2613075A (en) * 1949-04-21 1952-10-07 Charles D Barrett Bolster spring and snubber means for railway car trucks
US2717558A (en) * 1950-05-04 1955-09-13 Nat Malieable And Steel Castin Car truck
US2762317A (en) 1950-06-21 1956-09-11 Skf Ind Inc Rocking railway journal box
US2688938A (en) * 1950-10-20 1954-09-14 American Steel Foundries Snubbed truck
US2751856A (en) 1950-12-01 1956-06-26 American Steel Foundries Snubbed truck
US2727472A (en) * 1952-11-21 1955-12-20 Miner Inc W H Friction shock absorbing mechanism for railway car trucks
US2853958A (en) 1955-01-20 1958-09-30 American Steel Foundries Snubbed truck
US2911923A (en) 1956-08-08 1959-11-10 American Steel Foundries Snubbed truck
US3218990A (en) 1962-11-13 1965-11-23 Midland Ross Corp Car truck side frame with snubbing means
US3274955A (en) 1963-09-03 1966-09-27 Lord Corp Resilient roller bearing adapter
US3285197A (en) 1963-12-05 1966-11-15 Amsted Ind Inc Resiliently mounted car truck bolster
US3461815A (en) 1966-08-01 1969-08-19 Midland Ross Corp Snubbed railway truck bolster
US3517620A (en) 1966-11-16 1970-06-30 Midland Ross Corp Railway car truck with friction dampened axles
US3461814A (en) 1967-03-07 1969-08-19 Midland Ross Corp Dampened railway car truck bolster
US5174218A (en) 1967-11-02 1992-12-29 Railway Engineering Associates, Inc. Self-steering trucks with side bearings supporting the entire weight of the vehicle
BE754299A (en) 1969-08-04 1971-01-18 Midland Ross Corp RAILWAY WAGON BOGGIE
US3995720A (en) 1969-08-22 1976-12-07 A. Stuck Co. Truck damping
US3699897A (en) 1970-11-25 1972-10-24 Lord Corp Resilient bearing adapters for railway trucks
US3687086A (en) 1971-02-04 1972-08-29 Standard Car Truck Co Dampened railway truck bolster
USRE31008E (en) * 1971-02-16 1982-08-10 Standard Car Truck Company Dampened railway car truck
GB1429308A (en) 1972-04-17 1976-03-24 Dunlop Ltd Railway vehicles
US3857341A (en) 1972-10-10 1974-12-31 Amsted Ind Inc Snubbed bolster
US3834320A (en) 1973-01-05 1974-09-10 Transdyne Inc Sprung mounted snubber wear plate
US3885942A (en) 1973-02-16 1975-05-27 Owens Illinois Inc Method of making a reinforced heat exchanger matrix
US3901163A (en) 1973-06-04 1975-08-26 Amsted Ind Inc Snubbed truck bolster
US3844226A (en) 1973-06-11 1974-10-29 R Brodeur Railway car truck
US3905305A (en) 1973-07-30 1975-09-16 Dresser Ind Snubbed railway truck bolster
US3855942A (en) 1973-09-28 1974-12-24 Amsted Ind Inc Snubbed railway truck bolster
US4109934A (en) 1974-04-03 1978-08-29 Hamilton Neil King Paton Self-contained frictionally damped resilient suspension system
US3897736A (en) 1974-06-27 1975-08-05 Transdyne Inc Pedestal wear plate
US3965825A (en) 1974-10-08 1976-06-29 Lord Corporation Resilient truck axle bearing mounting
NL171952C (en) 1975-05-14 1983-06-01 Nederlanden Staat SELF-SYNCHRONIZING TRANSMISSION SYSTEM FOR THE TRANSMISSION OF BINARY SIGNALS USING SCRAMBLERS, RESPECTLY DESCRAMBLERS.
US3977332A (en) 1975-06-25 1976-08-31 Standard Car Truck Company Variably damped truck
US4136620A (en) 1975-07-14 1979-01-30 South African Inventions Development Corporation Self steering railway truck
US4938152A (en) 1975-08-28 1990-07-03 Railway Engineering Associates, Inc. Flexible railway car truck
US4483253A (en) 1982-02-16 1984-11-20 List Harold A Flexible railway car truck
US4111131A (en) 1976-01-19 1978-09-05 Standard Car Truck Company Resilient railroad car truck
US4179995A (en) 1976-06-04 1979-12-25 Amsted Industries Incorporated Snubbed railroad car truck
US4109585A (en) 1976-12-23 1978-08-29 Amsted Industries Incorporated Frictionally snubbed railway car truck
US4103623A (en) 1976-12-23 1978-08-01 Amsted Industries Incorporated Squaring frictionally snubbed railway car truck
US4167907A (en) 1977-10-25 1979-09-18 Amsted Industries Incorporated Railway car truck friction damper assembly
US4356775A (en) 1978-01-18 1982-11-02 H. Neil Paton Damped railway car suspension
GB1580620A (en) 1978-05-26 1980-12-03 British Railways Boards Railway vehicles and bogies
US4230047A (en) 1978-10-20 1980-10-28 A. Stucki Company Railway truck bolster friction assembly
US4276833A (en) 1978-11-08 1981-07-07 Standard Car Truck Company Railway truck friction stabilizing assembly
US4236457A (en) 1978-11-27 1980-12-02 Dresser Industries, Inc. Steerable railway truck adapter pad centering means
US4333403A (en) 1979-04-09 1982-06-08 Transdyne, Inc. Retainer railway car truck bolster spring
US4244298A (en) 1979-04-11 1981-01-13 Railroad Dynamics, Inc. Freight car truck assembly
US4237793A (en) 1979-04-13 1980-12-09 Dayco Corporation Railway truck pedestal liner
US4239007A (en) 1979-04-13 1980-12-16 Dayco Corporation Railway truck pedestal liner
US4936226A (en) 1979-05-21 1990-06-26 A. Stucki Company Railway truck snubber
US4274339A (en) 1979-05-29 1981-06-23 Dresser Industries, Inc. Radially steering railway truck assembly
US4413569A (en) 1979-07-02 1983-11-08 Amsted Industries Incorporated Steering railroad truck
US4274340A (en) 1979-10-15 1981-06-23 Amsted Industries Incorporated Railway car truck frictional snubbing arrangement
US4351242A (en) 1980-02-19 1982-09-28 E. I. Du Pont De Nemours And Company Railway car truck side frame
US4295429A (en) 1980-03-24 1981-10-20 A. Stucki Company Railway truck bolster friction assembly
USRE31988E (en) * 1980-03-24 1985-09-24 A. Stucki Company Railway truck bolster friction assembly
US4342266A (en) 1980-07-28 1982-08-03 Standard Car Truck Co. Railroad car truck bolster
US4357880A (en) 1980-08-25 1982-11-09 Midland-Ross Corporation Bolster for a railroad car truck
US4363278A (en) 1980-09-11 1982-12-14 Amsted Industries Incorporated Resilient railway truck bearing adaptor
US4363276A (en) 1980-09-15 1982-12-14 Amsted Industries Incorporated Railroad car truck side frame - bolster connection
US4416203A (en) 1980-10-10 1983-11-22 Lord Corporation Railway vehicle laminated mount suspension
US4537138A (en) 1983-07-05 1985-08-27 Standard Car Truck Company Radial trucks
US4526109A (en) 1983-09-06 1985-07-02 The Budd Company Laterally damped railway car
US4552074A (en) 1983-11-21 1985-11-12 Amsted Industries Incorporated Primary suspension for railroad car truck
US4676172A (en) 1983-12-02 1987-06-30 Standard Research And Design Corp. Frameless radial truck
US4554875A (en) 1984-07-23 1985-11-26 Lukens General Industries, Inc. Pedestal tie bar arrangement
US4765251A (en) 1984-07-23 1988-08-23 Kaser Associates, Inc. Railway car truck with multiple effective spring rates
DE3439616A1 (en) 1984-10-30 1986-04-30 Wegmann & Co GmbH, 3500 Kassel BOGIE FOR RAIL VEHICLES
US4674412A (en) 1985-12-19 1987-06-23 Amsted Industries Incorporated Elastomeric bearing pad with unlike threaded fasteners
US4785740A (en) 1987-05-19 1988-11-22 General Standard Company Dual purpose wear plate
US4870914A (en) 1988-01-22 1989-10-03 Amsted Industries Incorporated Diagonally braced railway truck
CA1330279C (en) 1988-06-17 1994-06-21 Jerome Charles Durand Railway truck with improved curving performance and stability
US4974521A (en) * 1988-06-20 1990-12-04 Standard Car Truck Company Friction casting for a bolster pocket
US5046431A (en) * 1988-12-15 1991-09-10 A. Stucki Company Railway truck
US4953471A (en) 1989-08-04 1990-09-04 Amsted Industries Incorporated Friction shoe assembly for repair of worn railway truck
US5027716A (en) 1989-12-07 1991-07-02 National Castings, Inc. Stabilized swing-motion truck for railway cars
US5138954A (en) 1990-09-14 1992-08-18 Amsted Industries Inc. Freight railcar truck and bolster for outboard support of car body with side bearings located entirely outside of the sideframes for receiving the entire vehicle weight
US5237933A (en) 1991-07-25 1993-08-24 Lord Corporation Service-life, low-profile, retrofittable, elastomeric mounting for three-piece, railroad-car trucks
US5327837A (en) 1992-06-15 1994-07-12 National Castings Inc. Bolster of a railroad car truck with varying cross-sectional shape to provide less torsional rigidity at ends
US5239932A (en) 1992-06-15 1993-08-31 National Castings Inc. Force dampening mechanism of a railroad car truck
US5241913A (en) 1992-06-15 1993-09-07 National Castings, Inc. Reinforced bolster for a railroad car truck
US5226369A (en) 1992-06-15 1993-07-13 National Castings Inc. Sideframe for a railroad car truck
US5331902A (en) 1993-07-06 1994-07-26 Amsted Industries Incorporated Truck boltser with laterally wider friction show pocket and mechanism for lateral travel of the friction shoe
US5450799A (en) 1994-01-11 1995-09-19 Amsted Industries Incorporated Truck pedestal design
US5452665A (en) 1994-04-06 1995-09-26 Amsted Industries Incorporated Bolster friction shoe pocket with relieved outer wall
US5463964A (en) 1994-05-12 1995-11-07 National Castings Incorporated Rocker seat connection
US5555817A (en) 1994-07-01 1996-09-17 Standard Car Truck Company Pad of substantially rigid synthetic resin for a friction wedge in a bolster pocket
US5524551A (en) 1994-08-23 1996-06-11 Amsted Industries Incorporated Spring-pack assembly for a railway truck bolster assembly
US5572931A (en) 1994-12-08 1996-11-12 Amsted Industries Incorporated Railcar truck bearing adapter construction
US5918547A (en) 1994-12-28 1999-07-06 Standard Car Truck Company Roller bearing adapter stabilizer bar
US5544591A (en) 1995-02-24 1996-08-13 Standard Car Truck Company Stabilized roller bearing adapter
US5562045A (en) 1995-04-05 1996-10-08 Pennsy Corporation Bearing adapter and adapter pad for railway trucks
US5666885A (en) 1995-11-20 1997-09-16 Transportation Investors Service Corporation Linear steering truck
US5647283A (en) 1996-02-09 1997-07-15 Hansen Inc. Railway truck and steering apparatus therefor
US5749301A (en) 1996-09-13 1998-05-12 Amsted Industries Incorporated Multi-rate vertical load support for an outboard bearing railway truck
US5799582A (en) 1996-12-19 1998-09-01 Pennsy Corporation Bearing adapter and adapter pad for railway trucks
US5752564A (en) 1997-01-08 1998-05-19 Amsted Industries Incorporated Railway truck castings and method and cores for making castings
US5794538A (en) 1997-04-01 1998-08-18 Amsted Industries Incorporated Railcar truck bearing adapter construction
US5921186A (en) 1997-05-02 1999-07-13 Amsted Industries Incorporated Bolster land arrangement for a railcar truck
US5992330A (en) 1997-05-19 1999-11-30 Buckeye Steel Castings Co. Railway vehicle suspension aligned truck
US5802982A (en) 1997-08-22 1998-09-08 Naco, Inc. Roll control mechanism for swing motion truck
US5943961A (en) 1997-10-03 1999-08-31 Pennsy Corporation Split wedge bolster pocket insert
US5850795A (en) 1997-12-15 1998-12-22 Standard Car Truck Company Rail car truck damping system
US5924366A (en) 1998-03-27 1999-07-20 Buckeye Steel Castings Side frame pedestal roof with rocker seats
US6142081A (en) 1998-05-07 2000-11-07 Naco, Inc. Pedestal rocker seat for providing passive axle steering to a rigid railway truck
US6125767A (en) 1998-06-26 2000-10-03 Amsted Industries Incorporated Railway truck sideframe with reinforced columns
US6227122B1 (en) 1998-08-20 2001-05-08 Amsted Industries Incorporated Side frame-bolster interface for railcar truck assembly
AU5383299A (en) 1998-09-04 2000-03-27 Herbert Scheffel 3-piece rail bogie
US6276283B1 (en) 1999-04-07 2001-08-21 Amsted Industries Incorporated Railway truck wear plate
US6551039B1 (en) * 2000-09-11 2003-04-22 National Steel Car Limited Auto rack rail road car with reduced slack
US6631685B2 (en) 2000-09-11 2003-10-14 Meridian Rail Information Systems Corp. Dual friction wear plate assembly for a railcar side frame saddle
US6422155B1 (en) 2000-10-03 2002-07-23 Standard Car Truck Company Rail car truck pedestal shear pad
US6425334B1 (en) 2000-12-20 2002-07-30 Amsted Industries Incorporated Friction shoe for freight car truck
US6591759B2 (en) * 2001-11-28 2003-07-15 Standard Car Truck Company Pedestal shear pad

Patent Citations (99)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1745322A (en) * 1928-04-03 1930-01-28 Gen Motors Corp Journal box and car-frame support
US1902823A (en) * 1929-03-22 1933-03-28 American Steel Foundries Truck frame mounting
US1855903A (en) * 1929-10-12 1932-04-26 Gen Motors Corp Journal box and truck construction
US1953103A (en) * 1930-06-07 1934-04-03 Timken Roller Bearing Co Car truck
US2155615A (en) * 1936-11-07 1939-04-25 Rice Charles De Los Articulated train
US2367510A (en) * 1941-12-01 1945-01-16 American Steel Foundries Car truck
US2434838A (en) * 1944-04-21 1948-01-20 American Steel Foundries Car truck
US2434583A (en) * 1944-10-02 1948-01-13 Raymond C Pierce Snubbed quick wheel change truck
US2551064A (en) * 1945-03-29 1951-05-01 Scullin Steel Co Snubbed bolster truck
US2497460A (en) * 1946-11-06 1950-02-14 Standard Car Truck Co Stabilized lateral motion truck for railway cars
US2458210A (en) * 1947-09-04 1949-01-04 American Steel Foundries Snubbed truck
US2669943A (en) * 1950-10-16 1954-02-23 Scullin Steel Co Railway truck bolster assembly
US2737907A (en) * 1950-11-07 1956-03-13 Chrysler Corp Railway truck
US2777400A (en) * 1953-03-02 1957-01-15 Miner Inc W H Friction shock absorbing means for railway car trucks
US2883944A (en) * 1955-11-30 1959-04-28 Symington Wayne Corp Snubbed railway trucks
US2827987A (en) * 1956-03-05 1958-03-25 Standard Car Truck Co Friction wedge for stabilized car truck
US3024743A (en) * 1960-12-05 1962-03-13 Standard Car Truck Co Self-aligning friction shoe for railway car stabilized trucks
US3026819A (en) * 1961-05-29 1962-03-27 Symington Wayne Corp Stabilized truck
US3381629A (en) * 1965-07-01 1968-05-07 Buckeye Steel Castings Co Cushion mounted bearing adaptor for railway trucks
US3302589A (en) * 1965-12-17 1967-02-07 Standard Car Truck Co Lateral motion axle bearing adaptor for railway car truck
US3575117A (en) * 1968-06-12 1971-04-13 Amsted Ind Inc Railway truck bolster snubber
US3559589A (en) * 1968-09-06 1971-02-02 Standard Car Truck Co Bolster-dampened freight car truck
US3638582A (en) * 1969-12-03 1972-02-01 Buckeye Steel Castings Co Resilient bearing mounting
US3714905A (en) * 1971-02-16 1973-02-06 Standard Car Truck Co Dampened railway car truck
US3785298A (en) * 1972-02-16 1974-01-15 Buckeye Steel Castings Co Cushion mounting bearing adaptor for railway trucks
US3802353A (en) * 1972-06-22 1974-04-09 Amsted Ind Inc Friction dampened railway truck bolster
US3885842A (en) * 1973-09-21 1975-05-27 Koyo Seiko Co Bearing lubricating device
US4244297A (en) * 1973-10-23 1981-01-13 Monselle Dale E Articulated railway car trucks
US5000097A (en) * 1974-01-31 1991-03-19 Railway Engineering Associates, Inc. Self-steering railway truck
US3880089A (en) * 1974-03-29 1975-04-29 Diversified Ind Inc A K A Scul Railway truck side frame and wear plate construction
US4067260A (en) * 1975-01-14 1978-01-10 Schweizerische Lokomotiv-Und Maschinenfabrik Rack and pinion and adhesion drive locomotive
US4003318A (en) * 1975-06-25 1977-01-18 Standard Car Truck Company Reinforced bolster pocket wall
US4084514A (en) * 1975-06-25 1978-04-18 Standard Car Truck Company Damping railway truck bolster friction shoe
US4151801A (en) * 1975-07-08 1979-05-01 South African Inventions Development Corporation Self-steering railway truck
US4078501A (en) * 1975-08-04 1978-03-14 Amsted Industries Incorporated Pedestal roof wear liner
US4316417A (en) * 1976-01-14 1982-02-23 Dresser Industries, Inc. Welded side frame column wear plate
US4072112A (en) * 1976-05-24 1978-02-07 A. Stucki Company Resiliently biasing truck pedestal-bearing retention assembly
US4196672A (en) * 1977-02-07 1980-04-08 Standard Car Truck Company Reinforced bolster
USRE31784E (en) * 1977-10-10 1985-01-01 A. Stucki Company Railway truck bolster friction assembly
US4148469A (en) * 1978-01-23 1979-04-10 Standard Car Truck Company Dual rate spring with elastic spring coupling
US4192240A (en) * 1978-04-12 1980-03-11 Amsted Industries Incorporated Pedestal roof wear liner
US4186914A (en) * 1978-06-16 1980-02-05 Amsted Industries Incorporated Dual rate spring device for railroad car trucks
US4242966A (en) * 1979-04-26 1981-01-06 Acf Industries, Incorporated Railway car truck transom including a tubular bearing assembly
US4265182A (en) * 1979-07-02 1981-05-05 Acf Industries, Inc. Damping railway car truck
US4256041A (en) * 1979-07-16 1981-03-17 Amsted Industries Incorporated Damping railway truck friction shoe
US4254712A (en) * 1979-10-22 1981-03-10 Amsted Industries Incorporated Railway truck side frame wear plate mounting
US4254713A (en) * 1979-11-21 1981-03-10 Amsted Industries Incorporated Damping railway truck friction shoe
US4311098A (en) * 1980-02-19 1982-01-19 E. I. Dupont De Nemours And Company Railway car truck bolster
US4373446A (en) * 1980-07-28 1983-02-15 Dresser Industries, Inc. Bearing adapter for railroad trucks having steering arms
US4370933A (en) * 1981-04-06 1983-02-01 Amsted Industries Incorporated Railway car truck bolster assembly
US4915031A (en) * 1981-06-29 1990-04-10 Hansen, Inc. Railway truck damping assembly
US4444122A (en) * 1981-08-27 1984-04-24 The Budd Company Primary suspension system for a railway car
US4426934A (en) * 1982-01-20 1984-01-24 Standard Car Truck Company Friction casting bolster pocket wear plate having a plurality of sides
US4434720A (en) * 1982-02-18 1984-03-06 Amsted Industries Incorporated Multi-rate side bearing for a railway truck
US4491075A (en) * 1982-05-14 1985-01-01 Amsted Industries Incorporated Snubbed railway car truck
US4512261A (en) * 1982-06-21 1985-04-23 A. Stucki Company Self-steering railway truck
US4590864A (en) * 1983-11-18 1986-05-27 Pullman Standard Inc. Single axle truck suspension for railway flat car
US4574708A (en) * 1984-01-03 1986-03-11 Buckeye International, Inc. Damping mechanism for a truck assembly
US4660476A (en) * 1984-03-29 1987-04-28 Franz Philip M Self-steering rail truck
US4637319A (en) * 1984-12-03 1987-01-20 Amsted Industries Incorporated Bolster friction shoe pocket
US4825775A (en) * 1987-04-20 1989-05-02 Amsted Industries Incorporated Railcar truck bolster with preassembled friction shoes
US4825776A (en) * 1987-08-10 1989-05-02 Amsted Industries Incorporated Railway truck friction shoe with resilient pads
US4813359A (en) * 1987-09-24 1989-03-21 Thrall Car Manufacturing Company Single axle railroad truck with frame improvements
US5001989A (en) * 1989-02-21 1991-03-26 Amsted Industries Incorporated Single axle suspension system for railway car truck
US4986192A (en) * 1989-04-11 1991-01-22 A. Stucki Company Division Of Hansen Inc. Railway truck bolster friction assembly
US5009521A (en) * 1989-07-14 1991-04-23 A. Stucki Company Division Of Hansen, Inc. Railway truck and bearing adapter therefor, and method for controlling relative motion between truck components
US5081935A (en) * 1990-04-09 1992-01-21 Transit America, Inc. Railroad car vertical isolator pad
US5107773A (en) * 1990-09-27 1992-04-28 Dofasco Inc. Railway trucks
US5086708A (en) * 1990-11-01 1992-02-11 Amsted Industries Incorporated Railcar truck bolster with immobilized friction shoes
US5095823A (en) * 1990-12-17 1992-03-17 Amsted Industries Incorporated Friction shoe for railcar truck
US5111753A (en) * 1990-12-21 1992-05-12 Amsted Industries Incorporated Light weight fatigue resistant railcar truck bolster
US5176083A (en) * 1991-04-23 1993-01-05 Standard Car Truck Company Railroad car truck damping member with open cavity and support rib construction
US5417163A (en) * 1991-05-15 1995-05-23 Sambre Et Meuse (Societe Anonyme) Railway bogie with frame having selective deformability
US5404826A (en) * 1991-08-08 1995-04-11 Pennsy Corporation Bearing adapter for railway trucks having downward depending ends on adapter plate for protecting the adapter thrust lugs
US5410968A (en) * 1993-10-04 1995-05-02 Amsted Industries Incorporated Lightweight fatigue resistant railcar truck sideframe with tapering I-beam construction
US5511489A (en) * 1994-05-17 1996-04-30 Standard Car Truck Company Dual face friction wedge
US5503084A (en) * 1994-10-17 1996-04-02 Amsted Industries Incorporated Device for improving warp stiffness of a railcar truck
US5481986A (en) * 1994-11-09 1996-01-09 Amsted Industries Incoporated Lightweight truck sideframe
US5746137A (en) * 1994-12-08 1998-05-05 Amsted Industries Incorporated Railcar truck bearing adapter construction
US5509358A (en) * 1994-12-08 1996-04-23 Amsted Industries Incorporated Railcar truck bearing adapter construction
US5735216A (en) * 1994-12-28 1998-04-07 Standard Car Truck Company Roller bearing adapter stabilizer bar
US5613445A (en) * 1995-06-06 1997-03-25 Plymouth Locomotive International, Inc. Locomotive
US5632208A (en) * 1995-11-13 1997-05-27 National Castings Incorporated Multi-axle railroad car truck
US5722327A (en) * 1995-11-20 1998-03-03 Amsted Industries Incorporated Device for improving warp stiffness of a railcar truck
US5875721A (en) * 1996-05-28 1999-03-02 Hansen Inc. Railway car truck and method and apparatus for velocity-dependent friction damping
US6186075B1 (en) * 1998-08-20 2001-02-13 Amsted Industries Incorporated Side frame-bolster interface for railcar truck assembly
US6173655B1 (en) * 1998-08-20 2001-01-16 Amsted Industries Incorporated Side frame-bolster interface for railcar truck assembly
US6338300B1 (en) * 1998-09-02 2002-01-15 Alstom France Sa Bogie with composite side members
US6688236B2 (en) * 1999-05-06 2004-02-10 Standard Car Truck Company Friction wedge design optimized for high warp friction moment and low damping force
US6371033B1 (en) * 1999-10-05 2002-04-16 Trn Business Trust High capacity integrated railway car truck
US6374749B1 (en) * 1999-10-07 2002-04-23 Naco, Inc. Friction wedge for a railroad car truck having a replaceable wear member
US6691625B2 (en) * 1999-10-07 2004-02-17 Asf-Keystone, Inc. Friction wedge for a railroad car truck having a replaceable wear member
US6178894B1 (en) * 2000-01-07 2001-01-30 Charles J. Leingang Lateral control mount
US6347588B1 (en) * 2000-01-07 2002-02-19 Lord Corporation Lateral control mount
US6672224B2 (en) * 2001-03-21 2004-01-06 Asf-Keystone, Inc. Railway car truck with a rocker seat
US20030024429A1 (en) * 2001-08-01 2003-02-06 Forbes James W Rail road freight car with resilient suspension
US20030037696A1 (en) * 2001-08-01 2003-02-27 National Steel Car Ltd. Rail road car truck with rocking sideframe
US20030041772A1 (en) * 2001-08-01 2003-03-06 National Steel Car Ltd. Rail road freight car with damped suspension
US6701850B2 (en) * 2002-08-07 2004-03-09 Westinghouse Air Brake Technologies Corporation Friction wedge liner with backing plate

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10112629B2 (en) 2011-05-17 2018-10-30 Nevis Industries Llc Side frame and bolster for a railway truck and method for manufacturing same
US9216450B2 (en) 2011-05-17 2015-12-22 Nevis Industries Llc Side frame and bolster for a railway truck and method for manufacturing same
US9233416B2 (en) 2011-05-17 2016-01-12 Nevis Industries Llc Side frame and bolster for a railway truck and method for manufacturing same
US9346098B2 (en) 2011-05-17 2016-05-24 Nevis Industries Llc Side frame and bolster for a railway truck and method for manufacturing same
US10350677B2 (en) * 2011-05-17 2019-07-16 Nevis Industries Llc Side frame and bolster for a railway truck and method for manufacturing same
US9758181B2 (en) 2013-12-30 2017-09-12 Nevis Industries Llc Railcar truck roller bearing adapter pad systems
US10358151B2 (en) * 2013-12-30 2019-07-23 Nevis Industries Llc Railcar truck roller bearing adapter-pad systems
US20170096149A1 (en) * 2013-12-30 2017-04-06 Nevis Industries Llc Railcar truck roller bearing adapter-pad systems
US9637143B2 (en) * 2013-12-30 2017-05-02 Nevis Industries Llc Railcar truck roller bearing adapter pad systems
US9669846B2 (en) 2013-12-30 2017-06-06 Nevis Industries Llc Railcar truck roller bearing adapter pad systems
US20150183442A1 (en) * 2013-12-30 2015-07-02 Nevis Industries Llc Railcar truck roller bearing adapter pad systems
US20180105189A1 (en) * 2013-12-30 2018-04-19 Nevis Industries Llc Railcar truck roller bearing adapter pad systems
US9434393B2 (en) * 2013-12-30 2016-09-06 Nevis Industries Llc Railcar truck roller bearing adapter pad systems
US11565728B2 (en) 2013-12-30 2023-01-31 Nevis Industries Llc Railcar truck roller bearing adapter-pad systems
US9580087B2 (en) 2013-12-30 2017-02-28 Nevis Industries Llc Railcar truck roller bearing adapter pad systems
US10752265B2 (en) * 2013-12-30 2020-08-25 Nevis Industries Llc Railcar truck roller bearing adapter pad systems
US10562547B2 (en) 2013-12-30 2020-02-18 Nevis Industries Llc Railcar truck roller bearing adapter pad systems
US10583848B2 (en) * 2013-12-30 2020-03-10 Nevis Industries Llc Railcar truck roller bearing adapter-pad systems
US10569790B2 (en) * 2013-12-30 2020-02-25 Nevis Industries Llc Railcar truck roller bearing adapter-pad systems
USD762521S1 (en) * 2014-12-05 2016-08-02 Nevis Industries Llc Adapter for railcar truck
AU2018201928B2 (en) * 2017-03-20 2020-02-20 Amsted Rail Company, Inc. Railway car truck with friction shoes
US10543858B2 (en) 2017-03-20 2020-01-28 Amsted Rail Company, Inc. Railway car truck with friction shoes

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