Rail-bound transportation system for a track building machine

Abstract

In a method for restoring, renovating or rebuilding a railway, a substructure or part of a substructure is installed, a track bed is installed and a track grid is installed and/or an existing track grid is extended, an existing track bed is extended and an existing substructure or part of a substructure is extended. There is provision that the installation of the track grid, the installation of the track bed and the installation of the substructure or part of the substructure takes place in a single working process and/or in that the extension of the existing track grid, the extension of the existing track bed and/or the extension of the existing substructure or part of the substructure takes place in a single working process. Track bed material and/or substructure material is transported to the site and/or away from the site by rail.

Claims

1. A method for a renovation of a rail track which comprises a subgrade, a road bed and a track panel laid thereon and having rails and sleepers, wherein the method comprises the following steps: removing an existing track panel; removing an existing road bed; and removing an existing subgrade or part of a subgrade; installing a subgrade or a part of a subgrade; installing a road bed; and installing a track panel; wherein the method further comprises at least one of the following steps: carrying out the installation of the track panel, the installation of the road bed and the installation of the subgrade or of part of the subgrade in a single operation by means of a railroad work vehicle; and carrying out the removal of the existing track panel, the removal of the existing road bed and the removal of the existing subgrade or part of the subgrade in a single operation by means of a railroad work vehicle; and wherein the method further comprises at least one of the following steps: transporting material for the road bed to be installed, and, simultaneously, material for the subgrade or part of the subgrade to be installed, inward in a rail-bound manner in the operation of installing the subgrade or part of the subgrade, installing the track panel and installing the road bed; and transporting material of the removed road bed, and, simultaneously, material of the removed subgrade or part of the subgrade away in a rail-bound manner in the operation of removing the existing track panel, removing the existing road bed and removing the existing subgrade or part of the subgrade.

2. The method in accordance with claim 1, wherein the rail-bound transporting inward of material for the road bed to be installed, of material for the track panel to be installed and of material for the subgrade or part of the subgrade to be installed takes place simultaneously; or wherein the rail-bound transporting away of material of the removed track panel, of material of the removed road bed and of material of the removed subgrade or part of the subgrade takes place simultaneously.

3. The method in accordance with claim 1, wherein the rail-bound transporting inward of material for the road bed to be installed and of material for the subgrade or part of the subgrade to be installed or the rail-bound transporting away of material of the removed road bed and of material of the removed subgrade or part of the subgrade takes place without intermediate storage; wherein the rail-bound transporting inward or transporting away of material is carried out on at least one conveyor track of a railroad vehicle on which transport bodies for articles or articles forming transport bodies in the form of piece goods can be traveled along the railroad vehicle.

4. The method in accordance with claim 1, wherein at least one protective layer for the subgrade is installed in the operation of installing the subgrade or part of the subgrade, installing the track panel and installing the road bed.

5. The method in accordance with claim 4, wherein a surface of the installed protective layer or of the plurality of installed protective layers is sealed; or wherein the installed at least one protective layer or the plurality of installed protective layers are reinforced; or wherein the installed protective layer or the plurality of installed protective layers are reinforced using a metal mat which is produced from wires during the new production or renovation of the rail track.

6. The method in accordance with claim 5, wherein the installed protective layer or the plurality of installed protective layers are reinforced using an expanded metal sheet which is produced by drawing out a coil during the new production or the renovation of the rail track; or wherein at least one protective layer to be installed is installed in a plurality of part layers.

7. The method in accordance with claim 4, wherein the at least one installed protective layer or part layer of a protective layer is roughened prior to the application of a subsequent protective layer or part layer of the same protective layer; or wherein the number and the thickness of the installed protective layers is varied in dependence on a property of the ground during the installation of the subgrade or part of the subgrade.

8. The method in accordance with claim 1, wherein the installation of the subgrade or part of the subgrade of the track panel and of the road bed is carried out by means of a railroad work vehicle, with at least one web of a geomaterial taken along on the railroad work vehicle being installed into the subgrade or into part of the subgrade.

9. The method in accordance with claim 8, wherein the at least one web of geomaterial is taken along in a rolled up and/or folded state on the railroad work vehicle and is removed automatically for the installation; or the at least one web of geomaterial is taken along on the railroad work vehicle as a roll wound around a coil axle, wherein the coil axle extends in parallel with the direction of work of the railroad work vehicle and the web is automatically unrolled and rotated for the installation; or wherein a plurality of webs of geomaterial are laid next to one another by means of an automatic laying apparatus of the railroad work vehicle.

10. The method in accordance with claim 1, wherein the road bed of an adjacent rail track is supported during the removal of the existing subgrade or part of the subgrade; or wherein a material is used for installing the subgrade or part of the subgrade which was removed in the operation of removing the existing subgrade or part of the subgrade; or wherein the ground is treated after the removal of the existing subgrade or part of the subgrade and prior to the installation of the subgrade or part of the subgrade by applying a stabilization means.

11. The method in accordance with claim 1, wherein the rails for the track panel to be installed are transported inward in a rail-bound manner; or wherein the rails of the removed track panel are transported away in a rail-bound manner; or wherein the rails of the removed track panel are cut prior to the transporting away.

12. The method in accordance with claim 11, wherein the rails for the track panel to be installed are transported inward in a rail-bound manner together with material for the road bed to be installed or for the subgrade or part of the subgrade to be installed; or wherein the rails of the removed track panel are transported away in a rail-bound manner together with material of the removed road bed or of the removed subgrade or part of the subgrade; or wherein the transporting inward or away of the rails takes place without infringing a clearance of a train traveling in an adjacent rail track.

13. The method in accordance with claim 1, wherein the ground is compacted after the removal of the previous subgrade or part of the subgrade and prior to the installation of the subgrade or part of the subgrade; or wherein the moisture of the ground to be compacted is measured and water is introduced as required into material provided for the subgrade or part of the subgrade to be installed in dependence on the measured moisture prior to the compacting; or wherein a measured variable, of a compactor element is detected on the compacting and at least one compacting parameter is adapted in dependence on the detected measured variable.

14. The method in accordance with claim 1, wherein new ballast, used ballast or recycled ballast is used in the installation of the road bed in dependence on a local load situation; or wherein the installed ballast is compacted in the operation of installing the road bed; or the installed road bed is profiled; or the position of the installed track panel is detected and documented in the operation of installing the track panel; or wherein the ironware of the installed track panel can be closed, in the operation of installing the track panel; or wherein a railroad work vehicle is used for the carrying out of the method.

15. A method for renovation of a rail track of claim 1, further comprising the step of conveying rails for a track panel to be installed or rails of a removed track panel through a railroad vehicle on a rail conveyor track arranged in or at the railroad vehicle.

16. The method in accordance with claim 15, wherein the rail conveyor track which is provided at a side of the railroad vehicle.

17. The method in accordance with claim 15, wherein the rails of the removed track panel are taken up from the ground and are transferred to the rail conveyor track; or wherein the rails for the track panel to be installed are transported inward on the rail conveyor track and are transferred for placing down into a region to the side of the railroad vehicle or beneath the railroad vehicle; and wherein the rails are drawn down by means of a tensile force transfer device onto the rail conveyor track of the railroad vehicle or down therefrom.

18. The method in accordance with claim 15, wherein the rails are cut to length for the rail-bound transporting inward and/or for the rail-bound transporting away and are brought into a transport container; or wherein the conveying of the rails takes place automatically; or wherein the rails for the track panel to be installed or the rails of the removed track panel are temporarily placed on the ground.

19. The method in accordance with claim 9, wherein new ballast, used ballast or recycled ballast is used in the installation of the road bed in dependence on a local load situation; and wherein the installed ballast is compacted in the operation of installing the road bed; and wherein the installed road bed is profiled; and wherein the position of the installed track panel is detected and documented in the operation of installing the track panel; and wherein the ironware of the installed track panel can be closed in the operation of installing the track panel; and wherein a railroad work vehicle is used for the carrying out of the method.

20. The method in accordance with claim 4, wherein the at least one protective layer for the subgrade comprises a plurality of protective layers for the subgrade, and wherein a separation layer is installed at least between two of the plurality of protective layers.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) An embodiment of the invention is represented in the drawings and will be described in the following.

(2) FIG. 1 is a sectional view of a rail track;

(3) FIG. 2 is a simplified side view of a railroad work vehicle in accordance with the invention; and

(4) FIG. 3 is a simplified side view of a railroad vehicle in accordance with the invention which is configured for the rail-bound transporting inward and away to and from the railroad work vehicle in accordance with FIG. 2.

DETAILED DESCRIPTION OF THE INVENTION

(5) With the rail track 11 shown in FIG. 1, the track panel 13 is laid with rails 15 and sleepers 17 in a road bed 19 of ballast. The road bed 19 is applied to a protective layer 21 and the latter is in turn applied to the substrate 23. The protective layer 21 can e.g. be a protective formation layer composed of a grain mixture. The protective layer 21 and the substrate 23 together form a subgrade 25 of the rail track 11 which can comprise further layers in dependence on the embodiment. Provided that the subgrade 25 comprises a plurality of layers, they can also be separated by geomaterial layers or the like.

(6) The new production, renovation or dismantling of a rail track 11 designed in accordance with the present disclosure is carried out in accordance with the invention by a railroad work vehicle which will be described in more detail in the following with additional reference to FIG. 2.

(7) The railroad work vehicle 27 in accordance with the invention shown in FIG. 2 comprises a chassis 31 supported by an undercarriage 29 and a plurality of work devices which are supported by the chassis 31 and of which only one excavation apparatus 33 and one installation device 34 are shown by way of example.

(8) The undercarriage 29 is a rail-mounted base in the embodiment shown. Instead of or in addition to a rail-mounted base, a traveling base, e.g. a crawler base, can also be provided. This allows the railroad work vehicle 27 also to operate without track, at least in its front part viewed in the direction of work, in the new production of a rail track.

(9) A conveyor track 35 on which transport bodies 36 for goods can be traveled along the railroad work vehicle 27 is provided above the work devices 33, 34. The conveyor track 35 is here configured as a roller conveyor having rollers 37 on which the transport bodies 36 configured as boxes can be traveled. The rollers 37, or at least individual rollers 37, can be rotatably drivable for traveling the transport bodies 36. It must be pointed out that only a single conveyor track 35 is shown by way of example in FIG. 2. Further conveyor tracks can be provided in dependence on the purpose of use of the railroad work vehicle 27, with the plurality of conveyor tracks being arranged e.g. extending in parallel with one another next to one another and/or above one another.

(10) The transport bodies 36 can receive all types of goods, in particular work material such as ballast, sand, gravel, cement, sleepers, ironware, platelets, asphalt, materials for ground improvement, collision stub posts and signal foundations, but also supply materials such as fuel and water.

(11) They can serve both for the supply and for the disposal of the work devices 33, 34 of the railroad work vehicle 27.

(12) The transport bodies 36 can, for example, be loaded with excavation material of the excavation device 33 over a conveyor belt, not shown.

(13) To supply the installation device 34, a conveyor belt can likewise be provided which is not shown in FIG. 2 and which can be filled with material from the transport bodies 36 via a corresponding filling device. For this purpose, a device likewise not shown can be provided at a filling position for emptying the transport containers 36.

(14) The existing track panel 13 can initially be removed by the railroad work vehicle 27 for renovating or dismantling an old rail track 11. For this purpose, the ironware is released automatically by a corresponding apparatus, preferably integrated into the railroad work vehicle 27.

(15) The spreading apart of the used rails 15 subsequently takes place. For this purpose, the used rails 15 are separated from the sleepers 17 and are placed on a rail conveyor track 39 provided at the side at the chassis 31 of the railroad work vehicle 27. The rail conveyor track 39, like the conveyor track 35, has rollers 37 of which optionally at least some are rotatably drivable. If wanted, the put down, used rails 15 can therefore be transported away directly in or against the direction of work I.

(16) Furthermore, the used sleepers 17 are taken up by a suitable apparatus integrated into the railroad work vehicle 27 and are brought into one or more of the transport bodies 36. The used sleepers 17 can easily be transported away on the conveyor track 35 in or against the direction of work I by means of the transport bodies 36. If the used sleepers cannot be transported due to their poor condition, they can also be put down next to the rail track 11 and can only be taken up manually after the end of the renovation process.

(17) The removal of the road bed 19 and of the subgrade 25 subsequently takes place, preferably in a plurality of single layers. For example, for this purpose, the excavation apparatus 33 can be used, optionally in conjunction with further apparatus. The ballast of the removed road bed 19 and the material of the removed layers of the subgrade 25 are brought into one or more of the transport bodies 36 and are optionally transported away on the conveyor track 35 for disposal or are supplied to a recycling process.

(18) Provided a dismantling of the rail track 11 is aimed for, the process ends here. Otherwise, the ground is watered as required and is treated by applying lime or cement and is compacted. Subsequently, a new subgrade 25 is installede.g. by means of the installation device 34. In this respect, at least one protective layer 21 is in turn installed, preferably in a plurality of thin layers. The material required for this purpose is transported inward in transport bodies 36 on the conveyor track 35.

(19) After completion of the new subgrade 25, a new road bed 19 is installed and is compacted as required. The ballast for the road bed 19 is in turn transported inward in transport bodies 36 on the conveyor track 35.

(20) As soon as the new road bed 19 has been completed, new sleepers 17 are placed down in the road bed 19. Subsequently, new rails 15 are transported inward on the rail conveyor track 39 and are automatically mounted into the rail store of the placed down sleepers 17. The preferably automatic transporting inward of the new rails 15 can in this respect take place on a further rail conveyor track, not visible in FIG. 2, at the other side of the railroad work vehicle 27. To allow a simultaneous conveying of four rails 15, e.g. of two used rails 15 of the removed track panel 13 and of two new rails 15 for the new rail panel 13 to be installed, two rail conveyor tracks 39 arranged above one another can be provided at each side of the railroad work vehicle 27. Optionally, further rail conveyor tracks 39 are provided on which a transport of long-welded rails through the railroad work vehicle 27 can take place. To allow a change from transported rails 15 from one rail conveying tack 39 to another rail conveyor track 39, corresponding switches can be provided.

(21) In particular three pairs of rail conveyor tracks 39 can be provided, with one of the pairs serving for the conveying of a rail pair through the entire railroad work vehicle 27. It is hereby possible selectively to supply the rails 15 for the track panel 13 to be installed from the front or from the rear, with respect to the direction of work I, in dependence on the demand or selectively to transport the rails 15 of the removed track panel 13 to the front or to the rear.

(22) In the further course of the renovation process, the ironware is screwed on and, if required, the renovated rail track 11 is tamped and/or dynamically stabilized once or a plurality of times.

(23) In the case of a new production of a rail track 11, all work steps relating to the installation are carried out without previously carrying out the worksteps related to the removal.

(24) As a result, the invention allows the renovation, new production or removal of a rail track 11, including an improvement of the subgrade 25, in a single continuous process by means of a single machine, optionally of modular design, or by means of a single machine complex.

(25) The railroad work vehicle 27 shown in FIG. 2 can form a module of a railroad work train, with a plurality of such modules being able to be assembled in accordance with the invention. In this respect, each module can have different work devices; however, two or more modules which are the same can also be assembled. The conveyor tracks 35 and the rail conveyor tracks 39 of the modules are preferably configured such that the conveyor tracks of a plurality of modules form a continuous conveyor track. The conveyor tracks can also form a continuous conveyor track, for example with supply and/or disposal trains, with corresponding conveyor tracks of other track vehicles.

(26) Specifically, the transporting inward and away of material to or from the railroad work vehicle 27 can take place by means of a train of a plurality of railroad work vehicles 28 which are coupled together and which will be described in more detail in the following with additional reference to FIG. 3.

(27) The railroad work vehicle 28 is in principle of a similar design to the railroad work vehicle 27. It is, however, configured as a simple railroad car having a rail-mounted base 29 and has no work devices. As with the railroad work vehicle 27, a conveyor track 35 is provided on which the transport bodies 36 can be traveled. The conveyor track 35 is in turn configured as a roller track having rollers 37. Further conveyor tracks can also be provided, with the plurality of conveyor tracks e.g. being arranged extending in parallel with one another next to one another and/or above one another. A rail conveyor track 39 which, like the conveyor track 35, has rollers 37 is provided laterally at the chassis 31 of the railroad vehicle 28. The conveyor track 35 and the rail conveyor track 39 are configured such that the transport bodies 36 and the rails 15 can be traveled on thoroughgoing tracks from railroad vehicle 28 to railroad vehicle 28 and from a railroad vehicle 28 to the railroad work vehicle 27 when a train of railroad vehicles 28 is coupled from the left in FIG. 2 to the railroad work vehicle 27.

REFERENCE NUMERAL LIST

(28) 11 railroad track 13 track panel 15 rail 17 sleeper 19 road bed 21 protective layer 23 substrate 25 subgrade 27 railroad work vehicle 28 railroad vehicle 29 undercarriage 31 chassis 33 excavation apparatus 34 installation device 35 conveyor track 36 transport body 37 roller 39 rail conveyor track I direction of work