TRACK MAINTENANCE MACHINE AND METHOD FOR STABILIZING A BALLAST BED

Abstract

A track maintenance machine for stabilizing a ballast bed of a track after a tamping operation, includes a machine frame mobile on on-track undercarriages and a stabilizing unit which has rollers for gripping a track grid and a vibration generator for actuating the track grid with a vibration. A clearing device is disposed at both longitudinal sides of the track maintenance machine in front of the stabilizing unit with regard to a working direction. Each respective clearing device includes a clearing tool which can be lowered into the ballast bed to remove ballast from a respective sleeper-end region. Thus, preconditions are created by using the stabilizing unit to achieve an increased lowering of the track grid as compared to a normal stabilizing procedure. A method for operating a track maintenance machine is also provided.

Claims

1-10. (canceled)

11. A track maintenance machine for stabilizing a ballast bed of a track after a tamping operation, the track maintenance machine comprising: on-track undercarriages; a machine frame mobile on said on-track undercarriages; a stabilizing unit having rollers for gripping a track grid disposed on sleepers on a ballast bed defining sleeper-end regions; a vibration generator for actuating the track grid with a vibration; and clearing devices each disposed at a respective longitudinal side of the track maintenance machine, said clearing devices disposed in front of said stabilizing unit relative to a working direction of the track maintenance machine, each of said clearing devices including a respective clearing tool lowerable into the ballast bed for removing ballast from a respective one of the sleeper-end regions.

12. The track maintenance machine according to claim 11, which further comprises mounts, and adjustment drives each pivoting a respective one of said clearing tools relative to a respective one of said mounts.

13. The track maintenance machine according to claim 11, wherein each of said clearing tools includes a respective circulating clearing chain.

14. The track maintenance machine according to claim 13, wherein each of said clearing chains includes a respective conveyor for conveying ballast to a respective upper discharging point, and storage devices or further conveyors are each disposed underneath a respective one of the discharging points.

15. The track maintenance machine according to claim 11, which further comprises a measuring system for measuring a lowering of the track grid during a stabilizing procedure.

16. The track maintenance machine according to claim 11, which further comprises a further machine unit coupled in front of said machine frame relative to the working direction of the track maintenance machine, and a lifting unit and a tamping unit disposed on said further machine unit.

17. The track maintenance machine according to claim 16, which further comprises a further measuring system coupled to said further machine unit for recording a track level.

18. The track maintenance machine according to claim 17, which further comprises an evaluation device receiving measuring results of said further measuring system, and a control device coupled to said evaluation device for controlling said clearing devices.

19. A method for operating a track maintenance machine, the method comprising: providing a track maintenance machine according to claim 11; and carrying out an activation procedure by: bringing said clearing devices from an inoperative position into a working position, removing ballast from the sleeper-end regions by using the clearing devices during a forward travel of the track maintenance machine, setting the track grid in vibration by using the stabilizing unit, and charging the track grid with a vertical load.

20. The method according to claim 19, which further comprises recording a vertical position of the track after a lifting and tamping procedure, and using a control device to activate the clearing devices upon exceeding a prescribed vertical position.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0015] The invention will be described below by way of example with reference to the accompanying drawings. There is shown in a schematic manner in:

[0016] FIG. 1 a track maintenance machine with clearing devices and stabilizing units

[0017] FIG. 2 a track maintenance machine with lifting unit and tamping unit

[0018] FIG. 3 a cross-section of a track with clearing devices and stabilizing unit

[0019] FIG. 4 stabilizing units and track in a top view

DESCRIPTION OF THE EMBODIMENTS

[0020] The track maintenance machine according to the invention is designed either as a stand-alone stabilizing machine 1 (FIG. 1) or as a combined machine with a tamping machine 2 (FIG. 2) and a stabilizing machine 1 coupled thereto. In the case of a stand-alone stabilizing machine 1, the machine has its own drive 3 and its own driver's stand 4. The track maintenance machine has a machine frame 5 which is mobile on on-track undercarriages 6 on a track 7.

[0021] The track 7 is a ballasted track with a track grid 9 supported in a ballast bed 8. The track grid 9 consists of sleepers 10 and rails 11 fastened thereon. So-called sleeper cribs 12 are formed between the sleepers 10, and so-called sleeper-end regions 13 are located adjoining the front sides of the sleepers 10. Consolidated ballast in the sleeper cribs 12 and in the sleeper-end region 13 contributes to the track grid 9 remaining in position when loaded. Besides the friction of the ballast at the longitudinal sides of the sleepers, it is particularly the degree of consolidation of the ballast in the sleeper-end regions 13 that determines the so-called resistance to transverse displacement of the track 7.

[0022] The track maintenance machine shown in FIG. 1 comprises two stabilizing units 14 having rollers 15 for gripping the track grid 9. In a simple embodiment, only one stabilizing unit 14 is arranged. In operation, the respective stabilizing unit 14 is set in a vibration 17 by means of a vibration generator 16. Usually, a horizontal vibration in the transverse direction of the track is transmitted to the track grid 9 via the rollers 15. In addition, the track grid 9 can be charged with a vertical load by means of hydraulic cylinders 18 in order to enhance the effect of a stabilizing procedure.

[0023] In front of the stabilizing units 14, with regard to a working direction 19, a clearing device 20 is arranged on each longitudinal side of the track maintenance machine. The respective clearing device 20 comprises a clearing tool 21 which can be lowered into the ballast bed 8 in the assigned sleeper-end region 13. The respective clearing tool 21 is designed, for example, in a sword-like shape with a clearing chain 23 circulating in a working plane 22. It is useful if the working plane 22 is oriented approximately vertically and parallel to the working direction 19. The circulation direction 24 of the respective clearing chain 23 is chosen so that the ballast is cleared forwardly and upwardly and deposited laterally. In this manner, a furrow 25 is created in each sleeper-end region 13 in which the respective front sides of the sleepers 10 are exposed. With a working plane 22 being tilted slightly to the outside, the ballast is deposited more at the outside of the respective sleeper-end region 13.

[0024] The track maintenance machine comprises a measuring system 26 by means of which a lowering of the track grid 9 during a stabilizing procedure can be measured. The measuring system 26 comprises, for example, measuring chords 27 and measuring trolleys 28. The measuring trolleys 28 are pressed with telescopic axles to the rails 11 and follow the course of the track. The measuring chords 27 serve as reference system for the position of the measuring trolleys 28 relative to one another. Virtual measuring chords 27 and optical measuring devices could also be used.

[0025] Measuring results of the measuring system 26 are fed to a control device 29 by means of which the stabilizing units 14 and the hydraulic cylinders 18 are actuated. For example, the vibration frequency and/or the vertical load are changed to influence the lowering of the track grid 9. If the frequency rises above 35 Hz in particular, the ballast shows a flow behaviour which causes an intensified shifting of the ballast stones. Ideally, a vibration frequency of about 50 Hz is chosen to achieve a high mobility of the ballast stones. In the present invention, an increased vibration frequency has the effect that more ballast stones migrate from areas under the sleepers 10 into the free space formed by the furrows 25.

[0026] The machine unit shown in FIG. 2 comprises a lifting unit 30, a tamping unit 31 and a further measuring system 32. In the case of a combined machine, this machine unit is coupled at the front of the stabilizing machine 1. During a tamping procedure, the track grid 9 is lifted by means of the lifting unit 30 and fixed in its position through tamping by means of the tamping unit 31. In this, the further measuring system 32 comprises measuring chords 27 to compare a current lifting value to a prescribed target value. Normally, the track grid 9 is lifted beyond a target position of the track 7 in order to subsequently carry out a lowering into the target position by means of the stabilization machine 1.

[0027] Favourably, the further measuring system 32 additionally comprises a measuring trolley 33 for check-measuring the lifted track 7. With this, an impermissible overlift is detected immediately. For example, the measuring results are compared to a prescribed vertical position in an evaluation device 34. The evaluation device 34 is coupled to the control device 29 for actuation of the clearing devices 20. In this manner, the clearing devices 20 can be activated automatically as soon as an impermissible overlift is detected in the evaluation device 34.

[0028] Shown at the left side in FIG. 3 is a clearing device 20 in the inoperative position. The clearing device 20 at the right side is in the working position. For changing the position, the respective clearing tool 21 is pivotable about a pivot axis 36 relative to a mount 37 by means of an adjustment drive 35. In a simple embodiment, the two clearing devices 20 are coupled by a common mount 37 and a common pivoting device. In addition, it may be useful to make the position of the clearing tools 21 adjustable in lateral direction in order to adjust the distance to the sleeper end surfaces. To that end, for example, the respective clearing tool 21 is connected to the mount 37 via a guide and an displacement drive.

[0029] In the embodiment shown having a clearing chain 23, a chain drive 38 is arranged. Optionally, the chain links are equipped with conveying means by means of which the ballast is conveyed from the respective sleeper-end region 13 to an upper discharge point 39. Here, a storage- or conveying device 40 is arranged under the respective discharge point 39. With this further development of the invention, the possibility is created to reintroduce the ballast into the respective sleeper-end region 13 again after a lowering of the track. In addition, it is useful if—after track lowering and, optionally, a reintroduction of the ballast have taken place—an after-treatment of the ballast bed cross-section is carried out. To that end, the track maintenance machine comprises, for example, adjustable shoulder ploughs at both longitudinal sides behind the stabilizing unit 14. A separate shoulder profiling machine may also be used.

[0030] The representation in FIG. 4 shows a first zone 41 with furrows 25 at both sides, and a second zone 42 without furrows 25. According to the invention, with activity of the stabilizing units 14 being consistent, the lowering of the track grid 9 in the first zone 41 is more pronounced than in the second zone 42. During this, a penetration depth 43 of the clearing tools 21 determines the depth of the emerging furrows 25. In order to ensure that the entire sleeper front sides are cleared, a penetration depth 43 has to be stipulated which reaches distinctly below the lower edges of the sleepers. During this, however, care must be taken that a formation layer 44 located below the ballast bed 8 is not damaged under any circumstances.

[0031] Optionally, an optical sensor 45 is arranged which records the position of the clearing tools 21 with regard to the track 7 and is coupled to the control device 29. With this, the possibility is created to automatically adjust—beside the penetration depth 43—also the lateral distance of the clearing tools 21 to the sleepers 10. In addition, the sensor can be used for recognizing obstructions in order to carry out an automatic evasion action by the clearing tools 21.