METHOD, APPARATUS AND SYSTEM FOR LIFTING RAILROAD STRUCTURES

Abstract

A jacking tie and method of using a jacking tie to level and/or lift a railroad track. The jacking tie is configured with an elongate body that is configured to span beneath two parallel rails of a railroad track. The jacking tie has two jacks, preferably hydraulic cylinder jacks that are positioned so as to lift each of the parallel rails of the railroads. The jacking tie body has two sections. A track support shell is supported by the hydraulic cylinder jacks. The track support shell is configured for nesting or mating engagement with the lower body shell in a compressed or resting position. The hydraulic jack cylinders are configured to lift the track support shell away from the lower body shell, thus lifting the rail positioned above the hydraulic jack cylinder. The track support shell and lower body shell are pivotally connected such that the ends of the track support shell can be independently raised.

Claims

1. A jacking tie for raising and lowering adjacent rails of a railroad, the jacking tie comprising: an elongate body configured to span beneath the adjacent rails, the elongate body having an upper section and a lower section, a first jack configured to lift a first end of the upper section relative to the lower section, and a second jack configured to lift an opposite, second end of the elongate body relative to the lower section, wherein the upper section and the lower section are pivotably coupled together such that operation of the first jack and the second jack together causes said vertical adjustment of the upper section relative to the lower section, and such that independent operation of the first jack and the second jack relative to each other causes said pivoting of the upper section relative to the lower section.

2. The jacking tie according to claim 1, wherein the upper section and lower section are pivotably coupled together between the first end and the second end.

3. The jacking tie according to claim 1, further comprising a pivot pin that pivotably couples the upper section and the lower section together.

4. The jacking tie according to claim 3, wherein the pivot pin is located between the first end and the second end.

5. The jacking tie according to claim 4, wherein the pivot pin resides in a slot in one of the upper section and the lower section that facilitates said vertical adjustment of the upper section relative to the lower section and said pivoting of the upper section relative to the lower section.

6. The jacking tie according to claim 1, wherein the first jack and the second jack are accessible via end cavities in the elongate body.

7. The jacking tie according to claim 1, wherein the elongate body comprises internal structural baffles.

8. The jacking tie according to claim 1, wherein the first jack and the second jack are disposed in the elongate body.

9. The jacking tie according to claim 1, wherein the first jack and the second jack comprise hydraulic jack cylinders.

10. The jacking tie according to claim 9, wherein each of the first jack and the second jack are configured for fluid connection with a remote hydraulic pump.

11. A method of operating the jacking tie according to claim 1, comprising independently operating the first jack and the second jack relative to each other to cause said pivoting of the upper section relative to the lower section.

12. A method of lifting a section of a railroad track having a series of railroad ties supporting a pair of rails on a bed of ballast, the method comprising: providing the jacking tie according to claim 1 beneath the pair of rails between a pair of ties in the series of railroad ties, operating the jacking tie to raise and level the pair of rails and create gaps between the pair of ties and the bed of ballast, placing ballast into the gaps.

13. The method according to claim 12, comprising operating the jacking tie to raise and level the pair of rails by causing both said vertical adjustment of the upper section relative to the lower section and said pivoting of the upper section relative to the lower section.

14. The method according to claim 12, wherein the jacking tie is provided by removing an existing railroad tie from the series of railroad ties to leave a space beneath the series of railroad ties and then inserting the jacking tie into the space.

15. The method according to claim 12, wherein the jacking tie is coupled to the pair of rails, and further comprising raising the jacking tie after the ballast is placed into the gaps and then adding additional ballast beneath the jacking tie.

16. The method according to claim 12, further comprising leveling the pair of rails relative to each other by said pivoting of the upper section relative to the lower section.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0016] FIG. 1 is a perspective view of a preferred embodiment of a jacking tie having both cylinders closed or not extended.

[0017] FIG. 2 is a partially exploded view of a preferred embodiment of a jacking tie.

[0018] FIG. 3 is a perspective view of a preferred embodiment of a jacking tie having one hydraulic cylinder extended more than the other hydraulic cylinder.

[0019] FIG. 4 is a perspective view of a preferred embodiment of a jacking tie having both hydraulic cylinders extended.

[0020] FIG. 5 is an isometric view of a preferred embodiment of a jacking tie in a closed or compressed position.

[0021] FIG. 6 is an isometric view of a preferred embodiment of a jacking tie in an extended position having both hydraulic cylinders extended.

[0022] FIG. 7 is an isometric view of an upper shell of a preferred embodiment of a jacking tie.

[0023] FIG. 8 is an isometric view of a lower shell of a preferred embodiment of a jacking tie.

[0024] FIG. 9 is a perspective view of a railroad track having rails and ties including two preferred embodiments of jacking ties substituted for traditional railroad ties.

[0025] FIG. 10 is an isometric side view of a railroad track having two preferred embodiments of jacking ties installed in a resting or non-extended position.

[0026] FIG. 11 is the railroad track of FIG. 10 having the two preferred embodiments of jacking ties extended, raising the track.

[0027] FIG. 12 is the railroad track of FIG. 11 having ballast filling in the gaps of FIG. 11.

[0028] FIG. 13 illustrates a side view of a preferred embodiment of a jacking tie in a resting or closed position.

[0029] FIG. 14 illustrates the side view of FIG. 12 with a preferred embodiment of a hyraulic jack extended raising the track.

[0030] FIG. 15 illustrates a preferred embodiment of a jacking tie raising a track.

[0031] FIG. 16 illustrates the side view of FIG. 15 with the preferred embodiment of a jacking tie resting or compressed, creating voids for ballast to fill.

[0032] FIG. 17 illustrates the side view of FIG. 16.

[0033] FIG. 18 illustrates the side view of FIG. 17 having ballast position in the openings of FIG. 17.

DETAILED DESCRIPTION

[0034] While the presently disclosed inventive concept(s) is susceptible of vanous modifications and alternative constructions, certain illustrated embodiments thereof have been shown in the drawings and will be described below in detail. It should be understood, however, that there is no intention to limit the inventive concept(s) to the specific form disclosed, but, on the contrary, the presently disclosed and claimed inventive concept(s) is to cover all modifications, alternative constructions, and equivalents falling within the spirit and scope of the inventive concept(s) as defined herein.

[0035] In the following description and in the figures, like elements are identified with like reference numerals. The use of e.g., etc, and or indicates non-exclusive alternatives without limitation unless otherwise noted. The use of including means including, but not limited to, unless otherwise noted.

[0036] FIG. 1 illustrates a preferred embodiment of a jacking tie 2 in a closed or resting position. The jacking tie has an elongate body that is formed of an upper section 5 (also called a track support shell) and a lower section 7 (also called a lower body shell). The opposing sections or shells house a first hydraulic jack cylinder (shown as 9 in FIG. 2) positioned at or near the first end 4 of the jacking tie and a second hydraulic jack cylinder (shown as 11 in FIG. 2) positioned at the second end of the jacking tie 6, as shown in FIG. 2. While the depicted preferred embodiment utilizes hydraulic jack cylinders, alternate jacks can be utilized such as pneumatic, electrical, or mechanical. The first hydraulic jack cylinder is configured to lift the track support shell at the first end of the jacking tie while the second hydraulic jack cylinder is configured to lift the track support shell at the second end. Each hydraulic cylinder is positioned within the jacking tie.

[0037] The jacking tie 2 is configured to be positioned such that it spans beneath adjacent railroad rails of a railroad structure. The jacking tie can be utilized to lift a railroad structure or alternatively an independent section of railroad rail. The track support shell 5 of the jacking tie and the lower body shell of the jacking tie 7 are connected in the depicted embodiment via a pivot pin 8 positioned at or near a longitudinal center of the jacking tie. The pivot pin allows for the pivoting of the track support shell 5 relative to the lower body shell 7. This pivoting action allows each end of the track support shell to be adjusted independently to level the track or alternatively to raise the track by actuating the hydraulic jack cylinders simultaneously or sequentially. Hydraulic lines can be supplied to the jacks through the end doors (or plates) or alternatively through connections through the wall of the body of the jacking tie. Preferably either the track support shell or lower body shell utilizes a slot 14 that allows for vertical travel of the pivot pin. The vertical slot allows for vertical adjustment of the track support shell relative to the lower body shell, while allowing for pivotal adjustment of the track support shell on the pivot pin.

[0038] FIGS. 1-8 illustrate an embodiment of the invention having an end plate door to prohibit access to the hydraulic jack cylinders. Preferably the end plate door is lockingly attached to the end of the railroad jacking tie.

[0039] In preferred operation, a railroad tie is removed from beneath a railroad. The jacking tie is positioned spanning between the two adjacent rails. A hydraulic pump (not shown) is connected and independent circuits through each of the hydraulic lifts. Each lift is then actuated to raise the jacking tie and railroad rail positioned on the tie upward or lowered. In this manner the railroad rail and or structure can be lifted and/or leveled.

[0040] In a preferred embodiment the jacking tie is configured to be locked in a lifted position. The hydraulic lines can be disconnected from each of the hydraulic lifts. Preferably the hydraulic line is connected to each hydraulic lift by a quick connect. In a preferred embodiment the quick connect and hydraulic lift are positioned within the railroad tie structure and accessed via the end cavities 22 at each end of the railroad jacking tie. In a preferred embodiment a bypass valve is provided between the two disconnects for storing the jacking tie in a stored position. The purpose of the bypass valve is to prevent the hydraulic system from pressurizing when the railroad jacking tie is not in use.

[0041] FIG. 2 illustrates a partially exploded view of a jacking tie. The track support shell has been removed from the lower body shell, with the walls of the lower track shell shown transparently to illustrate internal structural baffles 20 and hydraulic jack cylinders 9, 11.

[0042] FIG. 3 illustrates the railroad jacking tie having the first end 4 of the track support shell in a lifted position with the first hydraulic jack cylinder extended. Each of the ends of the jacking tie can be independently actuated by the independently operating the hydraulic jack cylinder positioned associated with the end of the body of the jacking tie. The channel is configured to slide vertically to allow the track support shell to move vertically will remaining in pivotal connection with the lower body shell. Alternatively the channel can be configured in the lower member with the pivot pin configured to slide vertically in the channel. In this manner the track support shell is allowed to lift on each end and pivot to allow each of the opposing ends 4, 6, to be lifted and lowered independently.

[0043] FIG. 4 illustrates the railroad jacking tie in which both ends 4, 6 have been lifted a similar vertical distance.

[0044] FIG. 5 illustrates a jacking tie in a closed or lowered position. The internal components of the jacking tie, specifically hydraulic jack cylinders 9, 11 and structural baffles 20 are shown in broken lines to illustrate internal components. The rails 34 of the railroad track are shown positioned on the track support shell positioned above the hydraulic cylinders 9, 11. The track support shell is in a lowered position with slot 14 positioned with the pivot pin at the upper end of the slot. FIG. 6 illustrates the jacking tie in an extended position with both hydraulic cylinders extended, lifting the track support shell and rails thereon upward. The track pivot pin 8 is positioned at the lower end of the slot 14, illustrating the track support shell is at or near its uppermost travel limitation.

[0045] FIG. 7 illustrates an isometric view of the upper shell of a jacking tie. FIG. 8 illustrates an isometric view of the lower shell of a jacking tie.

[0046] FIGS. 9-18 illustrate various uses and methodology for utilizing one or more jacking ties. FIG. 9 illustrates a railroad track in which two jacking ties 2 are installed. The jacking ties have been substituted for preexisting railroad ties. The preexisting railroad ties 32 are shown between the installed jacking ties. The orientation of the standard railroad track is shown as having two parallel rails 34 extending across railroad ties that are generally perpendicular to the rails. The jacking ties would then be utilized to lift the rails 34. This will also lift the railroad ties that are positioned near each jacking tie. This allows for the whole of the railroad track to be lifted and leveled.

[0047] FIG. 10 illustrates the positioning of two jacking ties 2. The jacking ties are shown with the track support shell 5 and lower body shell 7. A hydraulic cylinder 9 is shown in each jacking tie. The hydraulic cylinder is configured to lift the track support shell away from the lower body shell effectively lifting the railroad rail 34 and associated remaining ties 32. This allows for ballast to be positioned in the voids beneath and around the lifted ties. The jacking ties can then be removed and ballast positioned in the voids remaining from removal of the jacking ties. Alternatively, the jacking ties can be left beneath the railroad line for future use. The jacking ties can be constructed to lock the hydraulic jacks in an extended position.

[0048] FIG. 11 illustrates the lifted railroad track and rails 34 of FIG. 10. The hydraulic jacks are shown in an extended position creating voids 42 in and around the preexisting railroad ties 32. The voids are in and around the ballast 32 that supports the railroad ties and track. The illustrated voids can then be filled with additional ballast or alternatively ballast can be repositioned from other areas.

[0049] FIG. 12 illustrates that after the ballast has been replaced in the voids, the jacking ties can be compressed. This allows for ballast to be positioned in and around the voids created by compression of the jacking ties. New ballast 42 is shown as shaded. The illustrated rails 34 and associated track has now been leveled and/or lifted.

[0050] FIGS. 13 and 14 illustrate a magnified view of the operation of the jacking tie. FIG. 13 illustrates placement of the jacking tie beneath the rail 34. The ballast beneath the rail has been excavated allowing for a void (not shown) into which the jacking tie has been positioned. The jacking tie is typically constructed to be slid into the void created by excavating or removal of the preexisting railroad tie. FIG. 14 illustrates the jacking tie having a hydraulic cylinder 9 in the extended position. In the extended position, the track support shell 5 has been extended away from the lower body shell 7. A void 40 has been created allowing for placement of additional ballast to support the railroad line.

[0051] FIGS. 15 and 16 illustrate a jacking tie having a hydraulic jack cylinder 9 in an extended position in FIG. 15. Ballast can then be positioned in and around the jacking tie. Alternatively, as ballast is positioned nearby the jacking tie, the cylinder can be compressed or deactivated as shown in FIG. 16. The jacking tie is suspended due to its connection to the now supported rail 34. Ballast can then be positioned into the voids 40.

[0052] FIGS. 17 and 18 illustrate a compressed hydraulic jack cylinder in the jacking tie subsequently having ballast positioned around the jacking tie. FIG. 17 illustrates a suspended jacking tie having voids 40 including a void below the jacking tie. FIG. 18 illustrates new ballast 1 positioned in and around the jacking tie. The jacking tie can then be removed, and the void filled with ballast or alternatively the jacking tie can be left in position for future utilization in lifting and or leveling the railroad track.

[0053] Still other features and advantages of the presently disclosed and claimed inventive concept(s) will become readily apparent to those skilled in this art from the following detailed description describing preferred embodiments of the inventive concept(s), simply by way of illustration of the best mode contemplated by carrying out the inventive concept(s). As will be realized, the inventive concept(s) is capable of modification in various obvious respects all without departing from the inventive concept(s). Accordingly, the drawings and description of the preferred embodiments are to be regarded as illustrative in nature, and not as restrictive in nature.

[0054] While certain exemplary embodiments are shown in the Figures and described in this disclosure, it is to be distinctly understood that the presently disclosed inventive concept(s) is not limited thereto but may be variously embodied to practice within the scope of this disclosure. From the foregoing description, it will be apparent that various changes may be made without departing from the spirit and scope of the disclosure as defined herein.