Railroads are typically constructed to include a pair of elongated, substantially parallel rails, which are coupled to a plurality of laterally extending ties. The ties are disposed on a ballast bed of hard particulate material such as gravel. Railroads often require maintenance due to the continued wear and tear experienced by the track due to multiple rail vehicles traveling over the track. Rail maintenance operations that may include the use of the rail clamp described herein include anchor spreading, anchor squeezing, rail lifting, rail leveling and aligning operations, or any other maintenance operation where it is desired to grip the rail either before, during or after the maintenance operation.
Conventional rail clamps follow an arcuate path to gripping of the rail. That is, conventional gripping tools follow an arcuate path to grip the rails under the âTâ of the I-beam profile of the rails. Rail clamps require a substantially higher gripping force (e.g., around 25,000 lbs.). To gain a higher gripping force, a large size cylinder or mechanical leverage may be used. A large size cylinder will require a bigger pump and bigger engine, otherwise the clamps will slow down the production rate. To avoid having to use a larger engine, pump and cylinder, it is preferable to use mechanical leverage to gain higher force at the rail gripping end with a relatively smaller cylinder, pump and engine.
Further, conventional rail clamps have difficulty gripping the rail that has deviated from the typical I-beam profile of the rail, such as areas of rail that have joint bars. In many cases, machines are not capable to work in the area where obstacles like joint bars are present due to the arcuate path of the clamping system. In such situations, human operators operating the rail maintenance equipment may have to manually work the rail clamp to obtain a desired gripping of the rail, or the rail clamp system requires a longer (e.g., twice as long) stroke cylinder to clear obstacles, which will slow down the equipment. This is time consuming and also presents safety risks as such risks increase any time an operator has to disembark from machinery he/she is operating.
Accordingly, improved rail clamps for addressing the aforementioned problems are desired.
The present disclosure generally relates to a rail clamp assembly having gripping tools that are capable of approaching the rail in a substantially horizontal direction. The rail clamp assembly includes a fixed workhead portion and a pair of pivotable arms coupled to the fixed workhead portion. The rail clamp assembly further includes a gripping tool assembly coupled to each arm. Each gripping tool assembly has a connector portion coupled to the arm via a pin, a tip holder coupled to the connector portion and a clamping tip coupled to the tip holder. The pin is movable in a substantially vertical direction. Further, a guide rod is coupled to each of the gripping tool assemblies. In this manner, the gripping tool is able to approach the rail in a substantially horizontal direction. Related methods are described.
Reference is now made to the following descriptions taken in conjunction with the accompanying drawings.
Various embodiments of a rail clamp with straight line tool are described according to the present disclosure. It is to be understood, however, that the following explanation is merely exemplary in describing the devices and methods of the present disclosure. Accordingly, several modifications, changes, and substitutions are contemplated.
As described throughout, a railroad track may include a pair of elongated, substantially parallel rails, which may be coupled to a plurality of laterally extending rail ties. In some embodiments, a top surface of each rail tie may be coupled to a bottom surface of the rails. The rail ties may be disposed on a ballast bed of hard particulate material such as gravel (e.g., ballast, rocks, and/or the like) and may be used to support the rails. The railroad track may further include a variety of track features used for securing the rails to rail ties, the ground, and/or other structures. For example, track features such as spikes or anchors may be used to couple a rail to an underlying rail tie. Rail maintenance operations often require that railroad ties be replaced due to wear. In such operations, spikes are removed and the anchors are spread away from the ties to allow for removal of the old tie and insertion of the new tie. It is desirable to grip the rail in such operations in order to maintain it in place. Of course, other rail maintenance operations may require gripping, or clamping, of the rail, such as anchor squeezing, rail lifting, and rail leveling and aligning operations, for example. The tool described herein may be used to achieve the desired clamping of the rail.
As shown in
The rail clamp assembly 102 is shown more specifically in
The gripping tool assembly 138 includes a rail clamp tip 150 coupled to the arm 124 via a tip holder 152 and a first connector 154 disposed on a first side of the arm and a second connector (not shown) disposed on a second, opposing side of the arm. In some embodiments, the rail clamp tip 150 may be mechanically coupled to the tip holder 152 via a fastener, such as a screw or the like. Similarly, the tip holder 152 may be mechanically coupled to the first and second connectors 154.
Each connector 154 includes a slot 158, one of which is shown in
The rail clamp assembly 102 further includes a guide rod 162 that is coupled to the tip holder 152 via a receiver element 164. In some embodiments, the receiver element 164 is mechanically coupled to the tip holder 152. While not depicted, a bushing is disposed within the receiver element 164 and the guide rod 162 is received into the bushing. As depicted, the guide rod 162 is positioned in a substantially horizontal position above the rail 140. As the guide rod 162 is operatively coupled to the tip holder 152 and thus the rail clamp tip 150, the rail clamp tip, in practice, moves in a straight line or in a horizontal plane, and is guided by the guide rod during such movement. As discussed above, movement of the pin 160 in the up/down direction further assists with straight line movement of the rail clamp tip when the arm 124 pivots about the pivot point 128.
To facilitate pivot of the arm 124 about the pivot point 128, the lug 132 (comprised of two lug elements as discussed above) includes slots (one of which 170 is depicted) defined therein for matching up with a corresponding slot defined through the arm 124. As shown in
In some embodiments, the rail clamp tip 150 has a stepped profile. Such a profile is advantageous in situations where the rail clamp is used for both clamping a rail having a traditional I-beam profile and for clamping a portion of rail having a joint bar. With reference to
Referring to
While various implementations in accordance with the disclosed principles have been described above, it should be understood that they have been presented by way of example only, and are not limiting. Thus, the breadth and scope of the implementations should not be limited by any of the above-described exemplary implementations, but should be defined only in accordance with the claims and their equivalents issuing from this disclosure. Furthermore, the above advantages and features are provided in described implementations, but shall not limit the application of such issued claims to processes and structures accomplishing any or all of the above advantages.
This application claims priority to U.S. Provisional Patent Application No. 62/690,498 filed on Jun. 27, 2018, the disclosure of which is hereby incorporated by reference in entirety.
Number | Date | Country | |
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62690498 | Jun 2018 | US |