Tamping machine and method for correcting the position of a track
10829897 ยท 2020-11-10
Assignee
Inventors
Cpc classification
E01B27/20
FIXED CONSTRUCTIONS
E01B27/17
FIXED CONSTRUCTIONS
International classification
E01B27/17
FIXED CONSTRUCTIONS
E01B27/20
FIXED CONSTRUCTIONS
Abstract
A tamping machine for tamping a track has a lifting-lining unit, connected to lifting and lining drives, for shifting the track into a target position. A vibration generator, which can be set to vibrate, is disposed on the lifting-lining unit. It is thereby possible to tamp a track section in a first working pass and to lower it in a controlled way in an immediately following second working pass with constant impact of vertical load and vibration. Thereafter, the track can be traveled upon with normal speed entirely unhindered.
Claims
1. A tamping machine for tamping a track, the tamping machine comprising: a tamping unit arranged between on-track undercarriages; a lifting-lining unit disposed immediately preceding said tamping unit in a working direction, said lifting-lining unit having flanged rollers mounted on an assembly frame and being equipped with lifting and lining drives for shifting the track into a target position prescribed by a track measuring system; and a vibration generator connected to said lifting-lining unit and a drive configured to cause said vibration generator to vibrate; and a gearbox configured to connect said two imbalance masses to one another for synchronous opposite rotation and for generating horizontal vibrations extending perpendicularly to a longitudinal direction of the machine.
2. The machine according to claim 1, wherein said vibration generator comprises two imbalance masses to be set in rotation by said drive.
3. The machine according to claim 1, which comprises drives disposed to displace said flanged rollers relative to said assembly frame in a horizontal direction extending perpendicularly to the longitudinal direction of the machine.
4. The machine according to claim 1, which comprises a drive for displacing said lifting-lining unit relative to a machine frame in a longitudinal direction of the machine.
5. The machine according to claim 1, wherein said lifting-lining unit, equipped with a vibration generator, and said tamping unit are connected to a satellite frame that is displaceably mounted relative to a machine frame in a longitudinal direction of the machine.
6. A method of correcting a position of a track, the method comprising: a) in a first working pass, gripping the track by a lifting-lining unit and lifting a section of the track into the target position prescribed by a track measuring system, and tamping the section by ballast compaction; b) in a second working pass following the first working pass, loading the tamped section of the track, during continuous forward working travel, with a vertical load by way of drives connected to the lifting-lining unit and continuously vibrating the track by operation of a vibration generator.
7. The method according to claim 6, which comprises vibrating the track horizontally and transversely to the direction of the forward working travel.
Description
BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWING
(1) The invention will be described in more detail below with reference to embodiments represented in the drawing.
(2)
(3)
(4)
DESCRIPTION OF THE INVENTION
(5) A tamping machine 1 shown in
(6) Located immediately in front of the tamping unit 9with regard to a working direction 11 of the tamping machine 1is a lifting-lining unit 13, designed to roll on the track 3 via flanged rollers 12, which has an assembly frame 19. The latter is connected to the machine frame 4 via lifting- and lining drives 14, 15 (see
(7) As can be seen particularly in
(8) To carry out a position correction, in a first working pass a section of the track 3 is lifted into the target position, prescribed by the track measuring system 7, by operation of the lifting-lining unit 13 and (in the case of the tamping machine 1 shown in
(9) For anticipating initial settlements of the track 3, the just tamped section is lowered in a controlled way in a subsequent second working pass with involvement of the track measuring system 7. To that end, the track 3gripped in a force-locked way by applying the lifting rollers 17 to the rails 28is loaded with a vertical load during continuous forward working travel with actuation of the drives 14 (which are now actuated in opposite direction as compared to the first working pass). At the same time, with actuation of the drives 23, an activation of the vibration generator 24 takes place along with a rotation of the imbalance masses 25 resulting therefrom, whereby the track 3 is set continuously in horizontal vibrations extending perpendicularly to the longitudinal direction 22 of the machine.
(10) With this second working pass concluding the track treatment, a uniform structure of the ballast compaction and thus an advantageous increase of the resistance to lateral displacement are achieved. As a result, the track can immediately be travelled upon with unlimited speed while avoiding disadvantageous speed restrictions.
(11) As an alternative to the vibration generator 24 having rotating imbalance masses, the vibrations could also be generated by a hydraulic vibration drive.
(12) According to the embodiment visible in
(13) In a first working pass for treating a track section, the tamping machine 1 moves continuously while parallel thereto the satellite frame 30, together with the tamping unit 9 and lifting-lining unit 13, is moved discontinuously from one tamping location to the next. In an immediately following second working pass, the satellite frame 30 is operated together with the machine frame 4 in a continuous working forward run. During this, a constant vibration- and load transfer upon the track 3as already described with regard to