摘要:
A method for correcting the track geometry of a track, includes measuring an initial track position of the track following lifting of the track and tamping under the track, and so computing a final desired track position as to eliminate long-wave alignment errors of the track geometry. Subsequently, corrective values are determined commensurate with a difference between the final desired track position and the initial track position, and the track is stabilized by lowering the track in a controlled manner into the final desired position and controlling in response to the corrective values the static load and/or transverse vibration acting on the track, thereby eliminating during track stabilization in particular long-wave geometrical track errors.
摘要:
A method of continuously measuring the resistance of a track to transverse displacement comprises the steps of continuously advancing a dynamic stabilizer along the track, applying a power to the dynamic stabilizer to impart oscillations to the track extending transversely to the track in a horizontal plane, and recording a datum corresponding to the applied power as a correlated measurement value of the transverse track displacement resistance (QVW).
摘要:
In a method for determining the deviations of the actual position of a track (6) with respect to the desired position a first measuring unit (1), movable on the track, and a further second measuring unit (2) are placed at the two end points of a track section to be measured, and their positions as an actual track position are defined relative to track reference points (11). The second measuring unit (2) is moved in stages from a starting point in the direction of the first measuring unit (1) to the end point, wherein at every stop for implementing a measuring procedure, the measurement data of the actual track position are compared with the measurement data of the desired position and a corresponding differential value is calculated and stored. The position of the two measuring units relative to one another are determined in a coordinate system as a result of the reception of a position signal from surveying satellites. With each stop of the second measuring unit (2)--during its measurement movement in the direction of the first measuring unit (1)--the particular relative position change is obtained by the respective reception of a further position signal from surveying satellites.
摘要:
A measuring arrangement (2) for continuously measuring undulatory irregularities in the running surface (4) of a rail (5) of a track (6) comprises a measuring trolley (1) having flanged wheels (8) which are able to roll on the track (6) and a trolley frame (7), and a distance detector (20) disposed on the trolley frame (7) for the contactless measurement of the distance from the rail (5), and a device (11) for recording, processing and issuing measurement signals. The distance detector (20) is mounted in a linear guide (13) connected to the trolley frame (7) so as to be displaceable in the vertical direction relative to the trolley frame (7) and so as to be vibration-damped.