Method, Apparatus and System for Lifting Railroad Structures

Abstract

A system and method for use in raising the height of railroad structures. Railroad structures are defined as the structures where two or mor railway tracks merge, cross, or divide. The method utilizes excavating an opening beneath a railway track at or adjacent to a railroad structure. A hydraulic jack is positioned within the opening. This is repeated until sufficient hydraulic jacks have been positioned around the structure. The hydraulic jacks are then actuated to raise the railroad structure to a desired height. Generally this height provides a slight crown to the structure. Ballast is then positioned beneath the raised railway. The hydraulic jacks can be disconnected from the hydraulic lines and left in position, or removed. Preferably the hydraulic jacks are positioned on hydraulic jack sleds for improved ease in transporting the hydraulic jacks and to provide a platform on which the hydraulic jack is slid into and out of the opening beneath the railway. An apparatus is provided for use in raising a railroad structure. The apparatus utilizes a hydraulic pump and motor positioned on a frame. Hydraulic fluid is selectively provided through a manifold to the hydraulic jacks, or to one or more remote manifold(s) either directly or through the manifold. Hydraulic jack sleds are provided that are preferably configured for storage and transport on the frame.

Claims

1. A method of raising a railroad structure, the railroad structure being formed by the intersection, diversion, or merging of two or more railways, said method comprising the steps of: a. the step of excavating an opening beneath a railway forming a portion of the railroad structure, wherein said opening is configured to provide for positioning a hydraulic jack beneath the railway to lift the railway; b. the step of placing a hydraulic jack operated by a hydraulic pump into the opening beneath the railway, wherein said hydraulic jack is positioned beneath a rail of said railroad track; c. the step of repeating steps a. and b. on the railways forming the railroad structure with additional hydraulic jacks until sufficient hydraulic jacks have been positioned beneath rails operatively connected to said structure to lift said railway structure; d. the step of raising said structure with said hydraulic jacks;

2. The method of claim 1 further comprising the step of placing ballast beneath said railroad structure to support said railways at or near the height of said railway after raising said railways with said jacks.

3. The method of claim 2 wherein said step of placing ballast beneath said railroad structure comprises using a tamping machine to place ballast beneath said railroad structure.

4. The method of claim 1 further comprising the step of removing said hydraulic jacks.

5. The method of claim 1, wherein said hydraulic jacks are connected by hydraulic lines to at least one manifold configured for selective actuation of each of said hydraulic jacks.

6. The method of claim 1, wherein said opening is excavated by removing a railroad tie from said railway.

7. The method of claim 1, wherein at least one of said hydraulic jacks comprise a check valve configured to allow for disconnection of said hydraulic jacks from hydraulic connection with said manifold while retaining said at least one hydraulic jack in a lifted position beneath said railway, wherein said method comprises the step of disconnecting said hydraulic jack from said hydraulic connection with said manifold.

8. The method of claim 1 wherein at least one of said hydraulic jacks is positioned on a hydraulic jack sled, wherein said step of placing a hydraulic jack operated by a hydraulic pump into the opening beneath the railway comprises sliding said hydraulic jack sled into the opening beneath the railway.

9. A system for raising a railroad structure, said system comprising: a frame, said frame supporting a hydraulic pump; a plurality of hydraulic jacks in hydraulic connection with said hydraulic pump, wherein each of said hydraulic jacks is configured for raising a portion of said railroad structure; a manifold hydraulically positioned between said hydraulic jacks and said hydraulic pump, wherein said manifold comprises a plurality of selectively actuated valves each configured for actuation of one of said hydraulic jacks.

10. The system of claim 9, wherein said frame is configured for placement on a bed of a vehicle.

11. The system of claim 9, wherein said system comprises a plurality of hydraulic jack sleds, wherein said hydraulic jack sleds are configured for positioning of one of said hydraulic jacks on each of said hydraulic jack sleds, wherein each of said hydraulic jack sleds is configured for sliding into an opening beneath a railway.

12. The system of claim 9, wherein said system comprises a hose reel for reeling hydraulic line.

13. The system of claim 9, wherein said manifold comprises a frame mounted.

14. The system of claim 9, wherein said manifold is configured for hydraulic connection to said hydraulic pump at a remote position from said frame.

15. The system of claim 14, wherein said system comprises a remote manifold hydraulically connected to said frame mounted manifold.

16. The system of claim 9, wherein at least one of said hydraulic jacks and a valve in fluid connection with said jack comprise an indicia coordinating said hydraulic jack to said valve.

17. The system of claim 11, wherein each of said hydraulic jack sleds comprises two side walls and a base spanning between said sidewalls, wherein said base is configured on a top side for placement of a hydraulic jack and on a bottom side for sliding within an opening beneath a railway.

18. The system of claim 17, wherein each of said hydraulic jack sleds comprises a pair of hand grips formed at opposing locations in said side walls.

Description

BRIEF DESCRIPTION OF THE FIGURES

[0018] FIG. 1 is a perspective view of a railroad structure with four hydraulic jacks positioned and configured to lift the structure.

[0019] FIG. 2 is a side cutaway view of a railway having two hydraulic jacks positioned and configured to lift the railway.

[0020] FIG. 3 is the side cutaway view of FIG. 2 with the hydraulic jacks extended to lift the railway.

[0021] FIG. 4 is a perspective view of a hydraulic jack sled.

[0022] FIG. 5 is a perspective view of a hydraulic jack sled with a hydraulic jack positioned on the sled.

[0023] FIG. 6 is a diagram of a system for use in raising railroad structures for ballast repair and replacement.

[0024] FIG. 7 is a diagram illustrating a example of a series of hydraulic circuits utilized to operate a plurality of hydraulic jacks according to preferred embodiments of the invention.

DETAILED DESCRIPTION OF THE FIGURES

[0025] While the presently disclosed inventive concept(s) is susceptible of various 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.

[0026] 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.

[0027] FIG. 1 is a diagram of a typical railroad structure, namely a diamond, having four hydraulic jacks positioned to lift the structure. The jacks are illustrated through cutout ties (the ties are typically left in full in use). Typical railroad structures include diamonds, double crossover turnouts, switches, and frogs. In these structures multiple railroad tracks cross, merge, or one track diverges into two. The structures tend to sink more than the single tracks leading to the structure from the added weight of trains from each single track crossing the structure, as opposed to the reduced traffic on each single track. The sinkage results from the breakdown and/or compression of the ballast beneath the structure. FIG. 1 illustrates a diamond 2 formed by the intersection of a first track formed by rails 4, 5, a second track formed by rails 6, 7, and associated ties, e.g. 58. The method, apparatus and system disclosed herein has been deemed useful to raise a single structure, or if configured properly to lift multiple structures simultaneously to allow for leveling of multiple adjacent structures.

[0028] A first step in the process is to excavate an opening beneath each rail selected for lifting. Alternatively, a tie can be removed leaving an opening or void. A hydraulic jack is then positioned within each opening. FIG. 1 illustrates four hydraulic jacks 8, 10, 12, 14 each positioned within an opening beneath a rail. In a preferred embodiment the hydraulic jacks are rated for sixty-two (62) ton capacity. Preferably each hydraulic jack is positioned on a sled, 9, 11, 13, 15 detailed below, that allows for sliding of the jack into and out of the opening. Four hydraulic jacks are shown positioned for lifting the structure, although additional or fewer jacks may be utilized depending on the structure. The hydraulic jacks are preferably connected to a manifold (not shown) that are attached to a hydraulic pump. Alternatively a hydraulic pump can be utilized for each jack, or a combination of jacks and pumps. Preferably each jack is operated independently (selectively) so as to control the lift in each area of the structure being lifted. The individual operation of each of the jacks allows for the coordinated lifting and lowering of each jack on each side of the structure until the structure is level or crowned.

[0029] FIGS. 2 and 3 illustrate a cutaway view of a railroad before and after raising the rail and attached ties with hydraulic jacks. FIG. 2 illustrates the depressed 33 rail 5 and associated ties 58. Openings 36, 42 have been excavated with jacks 40, 41 positioned on sleds 43, 45 and slid into the excavated openings. The saddle 46, 47 of each jack is positioned beneath the rail so as to be able to lift the rail away from the ballast 20. When actuated, piston 49 lifts the rail away from ballast 20.

[0030] FIG. 3 illustrates a cutaway of the rail of FIG. 2 in which the hydraulic jacks 40, 41 have been extended. Extension of hydraulic jacks has lifted the rail 5 and attached ties 58 away from the ballast 20 providing for gaps 59 beneath the ties 58 as well as gaps 61 beneath the rails. A crown 34 is shown in the rail 5. Subsequently a tamping machine travels down the rail line with the jacks left in place. The tamping machine tamps ballast material under the railroad ties thus providing a lift to the railroad section and structure. Preferably the jacks are positioned with a valve so as to allow detachment of the hydraulic lines from each jack to allow the jacks to remain in place. Alternatively, the jacks can be removed and the ballast filled into the voids left by the removal of the jacks.

[0031] FIGS. 4 and 5 illustrate perspective views of a preferred embodiment of a hydraulic jack and hydraulic jack sled. FIG. 4 illustrates the hydraulic jack sled without a hydraulic jack positioned in the sled. FIG. 5 illustrates a hydraulic jack 66 having a body 104 positioned in a hydraulic jack sled 65. The sled has a flat bottom 70 to facilitate sliding the hydraulic jack sled into an opening beneath a railway. The sled preferably has opposing handholds 76, 80 and 74, 78 positioned in opposing sidewalls 67, 68 for grasping the jack sled and manipulating the jack sled and jack into and out of position beneath a rail of a railroad track. The sled has angled plates (87 and 88) to aide in installation and removal during jack placement. Hydraulic lines 80, 84 connected to upper 81 and lower 83 connections provide an inflow and a return hydraulic connection between the jack and the hydraulic pump and reservoir. Check valve 86 allows for maintaining the jack in an extended, supported position when the hydraulic lines are disconnected.

[0032] FIG. 6 illustrates a block diagram of a hydraulic jacking system having a motor 202 that drives a hydraulic pump 206 with directional control 250. A fuel tank 203 provides fuel to the motor. A reservoir 208 provides hydraulic fluid to the hydraulic pump and stores return hydraulic fluid from the return manifold 230. A primary manifold 210 is in fluid connection 207 with the pump. The manifold can be either located proximate or on the frame or alternatively remote from the frame. The manifold has a series of valves 212 configured to selectively activate the hydraulic circuit to a hydraulic jack. The hydraulic circuit provides hydraulic fluid to the hydraulic jack via line 214 and returns hydraulic fluid to a return manifold 230 via inflow ports 231. Hydraulic fluid is returned 232 from the sub manifold to the reservoir via a valve (not illustrated). The hydraulic jack 216 is preferably positioned on a sled 218. The saddle of the jack 224 is configured to lift the rail of the railroad structure. The jack is positioned to lift a railroad structure such that ballast can be placed beneath the elevated railroad structure to raise the structure, such as to level or place a crown in the structure.

[0033] A hydraulic reel is provided for retracting the hydraulic line(s) to the jack(s). The reel is operated by a motor 242. A valve 219 is opened to allow fluid to pressurize the hose reel circuit and is selectively actuated from the hydraulic pump to supply hydraulic fluid to the motor fo the storage reel. To actuate the directional control of the hose reel, motor valve 248 is moved in or out to either retract or extend the hose(s). To deactivate the hydraulic reel and manifolds, a valve 246 is opened, allowing fluid to flow 247 through a filter 244 and to the reservoir 208. To control the flow and speed of the hose reel, valve 220 is adjusted to desired speed.

[0034] FIG. 7 illustrates a preferred embodiment of fluid connection circuits between a hydraulic reservoir 90, pump 92, first manifold 94, hydraulic jacks 107, 109, 111 and a secondary dependent manifold 113 that supplies hydraulic fluid to jacks 118, 122, 126, and 130. Each of the primary control manifold circuits 106, 108, 110, and 112 provides a hydraulic fluid supply and return. The return is connected typically to a sub manifold that accepts fluid return and is valve operated to return the fluid to the reservoir. Circuit 112 provides fluid to a secondary (such as a remote) manifold. Utilization of a remote manifold allows for a single hydraulic line to extend a distance from the pump and selectively operate more than one hydraulic jack.

[0035] 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.

[0036] 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.