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The present subject matter relates to lifting devices, and more particularly, to a lifting device used to raise a rail car.
The vast majority of freight in the United States travels by rail car. Increasingly, more and more of the freight shipped by rail cars travels in intermodal containers. These intermodal containers are carried on rail cars that roll on wheel and axle assemblies. As with automobile tires, the wheel and axle assemblies on rail cars must be periodically replaced due to wear or damage incurred while in transit.
Unlike the changing of an automobile tire, the changing of a rail car wheel and axle assembly may be a difficult and time-consuming process that may require the use of several pieces of machinery. Given the size and weight of the equipment involved, it may also present dangers to personnel and equipment performing the maintenance.
Conventional wheel changing is accomplished using wheel trucks that employ jacks and a crane to lift the rail car. The process may also be performed using sidewinder vehicles that are similar to a front-end loader with a boom on one side and a counterweight on the side opposite the boom. Such an operation requires one sidewinder to be positioned on each side of the rail car so that the respective boom of each vehicle may be hooked to the rail car through the use of chains placed on the car. The booms then lift and suspend the car while work crews roll the old wheel out from under the rail car and replace it by rolling a new wheel into position. This evolution requires several heavy pieces of equipment and numerous support personnel to carry out the task of changing the wheel.
A device that would allow for the lifting of a rail car and facilitate the changing of a wheel and axle assembly using a limited number of people and pieces of equipment would be an improvement in the art.
According to one aspect, a lifting device for lifting a rail car includes a frame with a load plate movably disposed thereon and a back plate movably disposed on the frame and coupled to the load plate. The lifting device further includes a first actuator disposed on the frame and operatively coupled to the back plate and at least one second actuator operatively coupled to the load plate such that the first actuator and the at least one second actuator produce forces in first and second directions. Further still, the first actuator and the at least one second actuator move the load plate of the lifting device in a substantially vertical direction.
According to another aspect, a method of lifting a rail car includes arranging a lifting device across a rail way such that a rail car is above the lifting device. The lifting device used in the method includes a frame with a load plate movably disposed thereon and a back plate is movably disposed on the frame and coupled to the load plate. The method further includes raising the rail car through moving the load plate vertically by activating a first actuator disposed on the frame and operatively coupled to the back plate such that the first actuator produces a force in a first direction, and activating at least one second actuator operatively coupled to the load plate such that the at least one second actuator produces a force in a second direction transverse to the first direction. Further still in the method, the first actuator and the at least one second actuator operate together to move the load plate vertically.
Other aspects and advantages of the present invention will become apparent upon consideration of the following detailed description and the attached drawings wherein like numerals designate like structures throughout the specification.
As shown in
Referring now to
The first and second horizontal actuators 108a, 108b transmit a generally horizontal force to the first and second arm members 110a, 110b in a second direction substantially transverse to the first direction. In example embodiments, each arm member 110a, 110b may be a slide crank. Further, the first and second horizontal actuators 108a, 108b may be attached to the frame 102 using a clevis pin or any other suitable connection type. Thereby, the first and second arm members 110a, 110b transfer the force produced by the first and second horizontal actuators 108a, 108b to the load plate 104, causing the load plate 104 to rise in a substantially vertical direction.
The vertical forces received at the load plate 104 from the first and second arm members 110a, 110b and the first vertical actuator 112 provide the force necessary for the load plate 104 to vertically lift a load, such as a rail car 114 positioned over the load plate 104 as seen in
From the first, retracted position the load plate 104 lifts vertically, as shown in
In alternative embodiments, there may instead be one horizontal actuator, one leg member, and one arm member. In other alternative embodiments, there may be more than two horizontal actuators, more than two leg members, and more than two arm members. Further alternative embodiments may combine the first and second side members 116a, 116b into a single upright frame member. Such alternative embodiments may be combined as may be suitable for a particular application.
The first and second horizontal leg members 118a, 118b are disposed substantially parallel to and spaced apart from one another. Further, each horizontal leg member 118a, 118b includes a slide member 120a, 120b that transfers the force of each horizontal actuator 108a, 108b to the respective arm member 110a, 110b. In an example embodiment, the load plate 104 is disposed between the first and second horizontal leg members 118a, 118b and the slide members 120a, 120b move horizontally, transverse to the vertical rise of the load plate 104, to cause the hinging motion of the first and second horizontal arm members 110a, 110b. In example embodiments, the slide members 120a, 120b may be replaced by or combined with a platen 132 arranged between the first and second horizontal leg members 118a, 118b of the frame 102. In alternative example embodiments, the horizontal motion of the slide members 120a, 120b and first and second horizontal actuators 108a, 108b may be used to drive a scissor mechanism or some other type of linkage arrangement. Further, the connections between the first and second arm members 110a, 110b and the first and second slide members 120a, 120b direct the vertical load from the distal end 124 of the load plate 104 to the respective horizontal leg members 118a, 118b of the frame 102 on either side of the lifting device 100.
The horizontal leg members 118a, 118b of the frame 102 guide the platen 132 and the slide members 120a, 120b. Slide members 120a, 120b may cam along the sides of horizontal leg members 118a, 118b. The platen 132 is formed to fit between 118a and 118b. When the load plate 104 is in the first, retracted position the platen 132 is underneath the load plate 104. The slide members 120a, 120b, and the platen 132 connecting such slide members 120a, 120b, may be guided by the lowest inside vertical surface 134a, 134b (see
The platen 132 coupling first and second slide members 120a, 120b may operate to keep the horizontal actuators 108a, 108b synchronized to prevent the first and second arm members 110a, 110b from raising the respective sides of the load plate 104 uneven vertical distances. Housing plates 188a, 188b may cover portions of the horizontal leg members 118a, 118b, the slide members 120a, 120b, and the horizontal actuators 108a, 108b. These housing plates 188a, 188b may be welded to the horizontal leg members 118a, 118b above the space occupied by slide members 120a, 120b. The pinned couplings between the first and second horizontal actuators 108a, 108b, the first and second slide members 120a, 120b, and the first and second arm members 110a, 110b are held in alignment by these housing plates 188a, 188b such that buckling of the pinned couplings is prevented.
As seen in
Referring now to
In the example embodiment shown in
As shown in
As the load plate 104 comes into contact with the underside of the rail car 114 and the rail car 114 begins to rise, the load plate 104 may tilt in one direction, as shown in
Referring now to
Referring ahead now to
Further in this embodiment, the load plate 104 tilts independent of the back plate 106, which remains vertical. Load plate 104 rotates on an axis where the load plate 104 is coupled to the back plate 106, the axis being parallel to the axis where the channel 126 rotates on the trunnion 122 (see
Further, the back plate 106 has coupled thereto horizontal rollers 180a, 180b and vertical rollers 182a, 182b. The vertical rollers 182a, 182b contact the bottom back surface of the load plate 104 and form an operative pairing with the horizontal rollers 180a, 180b. The horizontal rollers 180a, 180b transfer a load from the back plate 106 to the side members 116a, 116b of the frame 102 while the bottom rear of the load plate 104 transfers a load through the vertical rollers 182a, 182b to the back plate 106. Thus, the lower rollers 168a, 168b, upper rollers 172a, 172b, horizontal rollers 180a, 180b, and vertical rollers 182a, 182b movably dispose the load plate 104 on the back plate 106. The combination of rollers provides for shifting of weight as the load plate 104 tilts under the load of the raised rail car 114 while the back plate 106 remains anchored. The back plate 106 does not tilt in this example embodiment, but remains substantially vertical while guided and held in place by the guide surfaces and rollers of the side members 116a, 116b.
The pressure born by the frame side members 116a, 116b due to the load on the load plate 104 is greatest when the load plate 104 is nearest the first, retracted position (see
Once the load plate 104 contacts the bottom of the rail car 114 the suspension springs of the rail car 114 must be off loaded before the load plate 104 bears the full load of the rail car 114. Thus the load is not maximized until after the angle between the arm members 110a, 110b and the horizontal leg members 118a, 118b has increased resulting in the arm members 110a, 110b supporting more of the load and thereby reducing the moment at the frame side members 116a, 116b. Reduction of moment experienced at the side members 116a, 116b is important at this stage because the horizontal rollers 180a, 180b and the rollers 130a, 130b that transfer the forces from the back plate 106 to the frame side members 116a, 116b are moving nearer one another as the back plate 106 rises vertically. The convergence of the rollers focuses the point on the frame side members 116a, 116b supporting the load and elevates the load supporting point along the frame 102.
The rollers 130a, 130b nearer the top of the frame 102 are attached to the frame side members 116a, 116b while the horizontal rollers 180a, 180b are attached to the bottom of the back plate 106, as detailed above. When the arm members 110a, 110b reach the second, extended position of about 70 degrees, more than half of the weight of the rail car 114 is supported by the arm members 110a, 110b. Because such a significant portion of the weight of the rail car 114 is carried by the arms 110a, 110b in the second, extended position, the optimal angle for transferring said weight to the rail 136b is utilized in this position.
In an alternative embodiment, the back plate 106 may tilt at the same time as when the load plate 104 tilts, as discussed in further detail above. The rollers 130a, 130b located on the frame side members 116a, 116b may be spring loaded so that the rollers 130a, 130b maintain contact with and travel along their respective back plate members 138a, 138b until the first vertical actuator 112 reaches its desired length of travel. In an alternative embodiment, the first vertical actuator 112 may be pinned to the bottom of the frame 102 so as to allow the actuator 112 to tilt along with the back plate 106.
Referring still to
The back plate 106 has first and second ladders 142a, 142b of support ledges 144 arranged along each side thereof. Each support ledge 144 of the ladders 142a, 142b is shaped to accept a support pin 146a, 146b disposed on the respective frame side member 116a, 116b. In the embodiment depicted in
Furthermore, the first and second frame side members 116a, 116b have disposed thereon a pin mechanism 148 for engaging and disengaging the support pins 146a, 146b with the support ledges 144 of the respective first and second ladders 142a, 142b. Each pin mechanism includes the support pin 146a, 146b, support pin hinge 150a, 150b, support pin mount 152a, 152b, and support pin spring 154a, 154b. Second and third vertical actuators 156a, 156b are disposed on the first and second frame side members 116a, 116b and are operatively coupled to the respective pin mechanism 148 on each side.
The pin mechanisms 148 are substantially identical therefore, only a first side will be described in detail. The support pin mount 152a is fixedly attached to the frame side member 116a. Disposed on the mount 152a are the support pin hinge 150a and the support pin spring 154a. The support hinge 150a, travels through the support pin 146a, and attaches to the frame side member 116a thus joining the support pin 146a thereto. The support pin spring 154a is arranged between a top portion of the mount 152a and a top portion of the support pin 146a. The spring 154a pushes the support pin 146a away from the mount 152a thereby causing the support pin 146a to pivot on the hinge 150a.
The consistent pressure of the spring 154a pushes the support pin 146a to contact the ladder 142a such that as the ladder 142a moves upwards the support pin 146a cams therealong. As the back plate 106 and ladder 142a rise, the support pin 146a engages with successive support ledges 144 along the vertical length of the ladder 142a. In this way, the back plate 106 becomes locked above particular heights corresponding to support ledges 144. Such a mechanism for providing support to the back plate 106, and therethrough supporting the load plate 104, is arranged on both the first and second side frame members 116a, 116b so as to support the back plate 106 from both sides.
The above describe support mechanism ensures that the load plate 104 is supported even when the first vertical actuator 112 is not providing a supportive or motive upward force on the back plate 106. The support pins 146a, 146b may provide support to the back plate 106 and load plate 104 when the vertical actuator 112 is not providing an upward force for the purpose of saving energy, preserving battery life, or as a safety mechanism that prevents sudden downward vertical movement of the load plate 106 and the rail car 114 resting thereon. The support pins 146a, 146b therefore protect personnel and/or equipment beneath the lifted load plate 104 and rail car 114. The spring tension keeps the support pins 146a, 146b engaged even when the back plate 106 tilts with the load plate 104 by maintaining consistent pressure on the pins 146a, 146b but also allowing the pins 146a, 146b to compress the springs 154a, 154b, if necessary, while remaining engaged with the ladders 142a, 142b.
In alternative embodiments, a support mechanism similar to the above-described mechanism of support pins ratcheting the back plate 106 may be used to hold the positions of the arm members 110a, 110b when supporting the weight of the rail car 114. Such an additional support mechanism may be arranged along the first and second leg members 118a, 118b, or under the distal end 124 of the load plate 104. Further, alternative embodiments may include a single support mechanism as described above connecting the back plate 106 and frame 102, as opposed to support mechanisms on each side of the back plate 106 and the respective side frame members 116a, 116b. In still further alternative embodiments, more than two support mechanisms similar to that described above may be included for supporting the back plate 106 with the frame 102.
As discussed above, the support pins 146a, 146b engage the ledges 144 of their respective ladders 142a, 142b during the vertical rise of the back plate 106. To lower the rail car 114, the process described above is reversed and the first vertical actuator 112 and the first and second horizontal actuators 108a, 108b are retracted. Retraction of the first vertical actuator 112 allows the back plate 106 to lower vertically. Likewise retraction of the first and second horizontal actuators 108a, 108b pulls the ends of the moveable arm members 110a, 110b toward the frame side members 116a, 116b, thus causing the distal end 124 of the load plate 104 to move in a generally downward direction while, at the same time, the back plate 106 is lowered between the side frame members 116a, 116b.
Alternatively, the actuators 112, 108a, 108b may not actively retract the back plate 106 and arm members 110a, 110b, but instead simply allow the back plate 106 and load plate 104 to lower under the power of gravity, guided by the rollers 130a, 130b, within the side frame members 116a, 116b, and the arm members 110a, 110b. The actuators 112, 108a, 108b may further provide only limited resistance to allow for a controlled descent of the back plate 106 and load plate 104.
For the back plate 106 to lower, either under power of gravity or in response to retraction of the first vertical actuator 112, the support pins disengage from the support ledges 144. The second and third vertical actuators 156a, 156b disposed below the support pin mechanisms 148 provide disengagement of the support pins 146a, 146b. The second and third vertical actuators 156a, 156b contact the support pins 146a, 146b at a lower end, distal to the end of the support pin that engages the ledges 144. The lower end of each support pin 146a, 146b has an angled surface 158a, 158b thereon. Further, each of the second and third vertical actuators 156a, 156b has a roller 160a, 160b disposed on the end thereof for operatively contacting the angled surfaces 158a, 158b of the support pins 146a, 146b. The second and third vertical actuators 156a, 156b may be hydraulic cylinders, pneumatic cylinders, electric linear actuators, or any other suitable type of actuator.
The disengagement of the support pins 146a, 146b will be described with respect to a first side only because the lowering of the back plate 106 operates in a similar fashion on both sides of the frame 102. Referring now to
Upon compression of the support pin spring 146a by the upper end of the support pin 146a, the upper end of the support pin 146a disengages the ledge 144 with which it was engaged. The vertical actuator 156a applies continued force such that the spring 154a remains compressed allowing the upper end of the support pin 146a to clear the ledges 144 of its respective ladder 142a during descent of the back plate 106 to the first, retracted position. When the actuators 112, 108a, 108b are fully retracted and the lifting device 100 is in the first, retracted position, the rail car 114 is repositioned on the rails.
Referring now to
The lifting device may be controlled manually with a simple up and down lever. The actuators used therein may be all hydraulic actuators with quick connections to an external hydraulic supply. Alternatively, a hydraulic power supply may be mounted directly on the frame 102. In example embodiments, a gas or diesel engine or electric motor may drive a pump, tank, and/or controls mounted to the frame 102. Such a system may use manual hydraulic lever valves or solenoid valves with push button controls. Limit switches may be used to sense the first, retracted position and the second, extended position of the load plate 104. Limit switches may also be used to verify conditions prior to operation such as engagement and/or disengagement of the support pins 146a, 146b or any other similar support mechanism. The controls used for the lifting device 100 may be combined with various other sensors, such as sensors that verify that a specific area is clear of obstacles prior to lowering the load plate 104.
In an alternative embodiment, electronics could be used to control the hydraulic pressure and flow during raising and lowering of the load plate 104. Strain gauges may be appropriately installed to measure and report the load being lifted as well as the state of stress for critical components. In an example embodiment, the hydraulic actuator cylinders may be sized such that a single pressure level applied to the lifting device 100 results in all the cylinders producing the appropriate forces.
The embodiment(s) detailed above may be combined, in full or in part, with any alternative embodiment(s) described.
As many changes could be made in the above constructions without departing from the scope of the disclosure, it is intended that all matter contained in the above description or shown in the accompanying drawings, can be interpreted as illustrative and not in a limiting sense.
Currently wheel changing and other maintenance to components of a rail car is performed with the aid of a number of pieces of heavy machinery such as cranes and jacks carried by wheel trucks or sidewinder vehicles. This equipment is expensive to produce, operate, and maintain. The equipment itself, as well as skilled personnel trained to use such equipment, represents a considerable investment.
A device or method that lifts a rail car and facilitates maintenance thereof by a limited number of people and pieces of equipment may be an advancement within the industry. The device described hereinabove is designed to lift fully loaded, double-stacked rail cars. A device capable of lifting fully loaded rail cars may present further advantages such as timesavings and increases in efficiency.
All references, including publications, patent applications, and patents, cited herein are hereby incorporated by reference to the same extent as if each reference were individually and specifically indicated to be incorporated by reference and were set forth in its entirety herein.
The use of the terms “a” and “an” and “the” and similar references in the context of describing the invention (especially in the context of the following claims) are to be construed to cover both the singular and the plural, unless otherwise indicated herein or clearly contradicted by context. Recitation of ranges of values herein are merely intended to serve as a shorthand method of referring individually to each separate value falling within the range, unless otherwise indicated herein, and each separate value is incorporated into the specification as if it were individually recited herein. All methods described herein can be performed in any suitable order unless otherwise indicated herein or otherwise clearly contradicted by context. The use of any and all examples, or exemplary language (e.g., “such as”) provided herein, is intended merely to better illuminate the disclosure and does not pose a limitation on the scope of the disclosure unless otherwise claimed. No language in the specification should be construed as indicating any non-claimed element as essential to the practice of the disclosure.
Numerous modifications to the present disclosure will be apparent to those skilled in the art in view of the foregoing description. Preferred embodiments of this disclosure are described herein, including the best mode known to the inventors for carrying out the disclosure. It should be understood that the illustrated embodiments are exemplary only, and should not be taken as limiting the scope of the disclosure.
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Number | Date | Country | |
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20170282941 A1 | Oct 2017 | US |