Machine with stabilization assembly, and measurement method
10914041 ยท 2021-02-09
Assignee
Inventors
Cpc classification
E01B27/20
FIXED CONSTRUCTIONS
E01B35/00
FIXED CONSTRUCTIONS
E01B33/06
FIXED CONSTRUCTIONS
International classification
E01B27/20
FIXED CONSTRUCTIONS
G01B11/00
PHYSICS
E01B35/00
FIXED CONSTRUCTIONS
Abstract
The invention relates to a machine (1) having a machine frame (2), mobile by means of on-track undercarriages (3) on rails (4) of a track grid (5), and a stabilizing unit (8) which comprises a vibration exciter (15) for generating horizontal vibrations extending transversely to the longitudinal direction of the machine and flanged rollers (10) designed to roll on the rails (4). In this, a camera (11) is mounted on the machine frame (2) for recording a section of the track grid (5) set in vibrations, wherein the camera (11) is connected to an evaluation device (16) in order to derive from the recorded image data a resulting deflection (s.sub.r) of the track grid (5). In this manner, the amplitude (a.sub.r) of the sleeper deflection can be recorded, which is a measure of the actually effective vibration for stabilizing the track.
Claims
1. A machine for running on rails of a track grid, the machine comprising: a machine frame, a plurality of on-track undercarriages, wherein the machine is mobile by means of said on-track undercarriages; a stabilizing unit which comprises a vibration exciter for generating horizontal vibrations extending transversely to the longitudinal direction of the machine flanged rollers designed to roll on the rails; a camera mounted on the machine frame and configured to record a section of the track grid set in vibrations wherein said camera is configured for continuously taking two dimensional images, and an evaluation device wherein that the camera is connected to said evaluation device in order to derive from recorded image data a resulting deflection (s.sub.r) of the track grid; and wherein the two-dimensional images are captured at a frame rate which corresponds to at least a four-fold frequency of the horizontal vibration of the track grid.
2. The machine according to claim 1, wherein the evaluation device is connected to a control of the stabilizing unit in order to actuate the vibration exciter in dependence of the resulting deflection (s.sub.r).
3. The machine according to claim 1, wherein the camera is arranged between two flanged rollers of the stabilizing unit in a vertical plane of symmetry extending transversely to the track.
4. The machine according to claim 1, wherein an acceleration transducer is arranged on the machine frame in the region of the camera.
5. The machine as in claim 1, wherein the camera is configured such that the frame rate of the images of the recorded data is significantly higher than the frequency of the stabilizing unit.
6. A measuring method which is carried out by means of the machine according to claim 1, comprising the following steps: continuously recording image data of the vibrating region of the track grid in a top view by means of the camera, and deriving a resulting deflection (s.sub.r) of the track grid from the recorded image data; wherein the images are captured at a frame rate which corresponds to at least a four-fold frequency of the horizontal vibration of the track grid.
7. The measuring method according to claim 6, wherein a first image, captured at the moment of a maximal deflection in one direction, is compared to a second image, captured at the moment of a maximal deflection in the opposite direction, in order to derive from this the resulting deflection (s.sub.r) of the track grid.
8. The measuring method according to claim 7, wherein a position deviation of image content identical in both images is evaluated as a measure of the resulting deflection (s.sub.r) of the track grid.
9. The measuring method according to claim 8, wherein contours of a sleeper and/or rail fastening means are selected as identical image content.
10. The measuring method according to claim 6, wherein, during a vibration period of the track grid, image data are recorded at predetermined moments of capture (t.sub.1, t.sub.2, t.sub.3, t.sub.4), that for each moment of capture a deflection (s.sub.1, s.sub.2, s.sub.3, s.sub.4) of the track grid is determined, and wherein from this a sinus-shaped vibration of the track grid is derived.
11. The measuring method according to claim 6, wherein the recording of the image data and the horizontal vibration of the track grid are synchronized.
12. The measuring method according to claim 6, wherein a phase shift () between a vibration of the stabilizing unit acting upon the track grid and the resulting vibration of the track grid recorded by means of the camera is determined.
13. The measuring method according to claim 6, wherein a vibration of the machine frame is measured in the region of the camera and included in the evaluation of the resulting deflection (s.sub.r) of the track grid.
14. The measuring method as in claim 6, wherein the frame rate of the images of the recorded data is significantly higher than the frequency of the stabilizing unit.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
(1) The invention will be explained below by way of example with reference to the attached figures. There is shown in schematic representation in:
(2)
(3)
(4)
(5)
(6)
(7)
DESCRIPTION OF THE EMBODIMENTS
(8) The machine 1 shown in
(9) According to the prior art, the motion of the stabilizing unit 8 is used as a measure of the introduced vibration. Actually, a detection of motion of the rail head of the respective rail 4 takes place here. Particularly as a result of a rail tilting occurring during the dynamic track stabilization, the rail head deflection s.sub.e does not correspond to the motion of the sleepers 6 connected to the rails 4, and thus the track grid 5. The dynamic sleeper deflection s.sub.r correlates to the relative motion between the sleepers 6 and the ballast bed 7 and is decisive for the stabilizing work introduced into the track body.
(10) According to the invention, in order to record the resulting vibration of the track grid 5, a camera 11 is arranged on the machine frame 2. Said camera 11 comprises, for example, an image sensor installed behind a lens and takes two-dimensional pictures in top view of the track grid 5 supported in the ballast bed 7. Alternatively, other optical sensors could also be used, like a single sensor line within a line scan camera, for example.
(11) By mounting the camera 11 on the machine frame 2, a decoupling from the vibrations of the stabilizing unit 8 which is movably suspended relative to the machine frame 2 is ensured. That is because, as a rule, due to its great mass inertia the machine frame 2 forms a stable base relative to the stabilizing unit 8.
(12) Only in very light machines 1 is there the possibility that the machine frame 2 does not represent a sufficiently stable base. Then it is useful if an acceleration sensor 12 is arranged in the region of the camera 11 in order to register a possible vibration of the machine frame 2. This takes place, for example, by double integration of the measured accelerations. When evaluating the image data, these vibration data of the machine frame 2 serve to compensate an undesired camera motion.
(13) Favourably, the camera 11 is arranged in a vertical plane of symmetry 13 between two flanged rollers 10 or roller tongs, so that the region of the maximum track grid deflection can be captured with an image section which is as small as possible.
(14) A stabilizing unit 8 is shown in detail in
(15) On the basis of the image content, the momentary sleeper deflection s.sub.r is detected continuously by means of an evaluation device 16. The evaluation device 16 is housed, together with a control 17 of the stabilizing unit 8, in a switching cabinet, for example. For transmission of the image data, the camera 11 is connected to the evaluation device 16 by means of a data cable or via a data bus. As a rule, the control 17 is also connected to the latter.
(16) The measuring method according to the invention is based on the continuous recording of images of the track grid 5 set in vibrations. In the present example, pictures are taken of the respective upper sleeper surface with the rail fastenings 14, shown in
(17) If the frame rate corresponds to the four-fold frequency of the stabilizing unit 8, four images are captured per vibration period. A synchronization of image recording and vibration then takes place in a simple manner by varying the frame rate until every other image shows an overlapping of the image contents in the transverse direction of the track. These pictures are then images of the zero passages of the track grid 5 set in vibrations.
(18) Based on the permissible assumption that a maximum deflection a.sub.r of the track grid 5 takes place at the temporal midpoint between two zero passages, the two images 17, 18, recorded in between, of a vibration period show just these maximum track grid deflections a.sub.r. The first image 17 shows the maximum deflection in one direction, and the second image 18 shows the maximum deflection in the opposite direction.
(19) Alternatively, the synchronization can take place via a linked actuation of the vibration exciter 15 and the camera 11. This is expedient if the stabilization unit 8 is actuated in dependence upon the detected deflection of the track grid 5 anyway. For example, the phase position and the rotational speed of the vibration-generating imbalances is matched to the frame rate.
(20) In the event of a sufficiently high frame rate, no synchronization is required. In this case, at first the position of corresponding image content is determined in each recorded image by means of the evaluation device. From this, an image cycle for a vibration period can be deduced, wherein those two images are selected of which the corresponding image contents show the greatest deviation from one another. In this, the first image 17 shows the maximum deflection of the track grid 5 in one direction, and the second image 18 shows the maximum deflection in the opposite direction.
(21) The vibration amplitude as a measure of the maximum deflection a.sub.r of the track grid 5 is determined by superimposition of the first and second images 17, 18. Either both images 17, 18 are overlapped with their image borders 19 aligned and the distance between corresponding image contents is determined, or the corresponding image contents are overlapped and a position deviation of the two image borders 19 from one another is evaluated as a measure of the resulting vibration amplitude.
(22)
(23) In
(24) Between the vibration progressions, a phase shift exists. The latter is influenced by the elasticity of the rails 4 and the stability of the rail connections 14. Further factors of influence are the friction between the sleepers 6 and ballast bed 7 as well as a vertical pressing force, acting upon the stabilizing unit 8, which is applied by means of hydraulic cylinders 21. A recording of the phase shift thus documents the quality of the track body, particularly of the rail fastenings 14.
(25) In the illustration, as an example, four moments of capture t.sub.1, t.sub.2, t.sub.3, t.sub.4 are indicated per vibration period. From the images recorded at these moments of capture t.sub.1, t.sub.2, t.sub.3, t.sub.4, the respective sleeper deflection s.sub.1, s.sub.2, s.sub.3, s.sub.4 is determined. This takes place by means of pattern recognition, wherein the change in position of a rail fastening 14 is registered, for example. In an embodiment of the measuring method according to the invention, a resulting sinus line is calculated from the detected progression points, wherein this assumed sinus line indicates the maximum resulting deflection a.sub.r of the track grid 5.