A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A METHOD AND MACHINE FOR CONSOLIDATION OF BALLAST OF A TRACK
Consolidation of ballast (2) of a track (3) is carried out in two steps, after cleaning by means of a cleaning machine (4). To that end, cleaned ballast is discharged, thus forming a first ballast layer (29). The track (3), laid upon the same, is set in transverse oscillations by a front stabilising unit (24), and thus the first ballast layer (29) is consolidated. With the aid of a second chute (25), a second ballast layer (30) is formed which is subsequently consolidated by means of a rear stabilising unit (18).
A METHOD AND MACHINE FOR CONSOLIDATION OF BALLAST OF A TRACK
Consolidation of ballast (2) of a track (3) is carried out in two steps, after cleaning by means of a cleaning machine (4). To that end, cleaned ballast is discharged, thus forming a first ballast layer (29). The track (3), laid upon the same, is set in transverse oscillations by a front stabilising unit (24), and thus the first ballast layer (29) is consolidated. With the aid of a second chute (25), a second ballast layer (30) is formed which is subsequently consolidated by means of a rear stabilising unit (18).
A METHOD AND MACHINE FOR CONSOLIDATION OF BALLAST OF A TRACK
PROCEDE ET MACHINE DE COMPACTAGE DE BALLAST DE VOIE FERREE
THEURER JOSEF (author) / WOERGOETTER HERBERT (author)
2015-05-12
Patent
Electronic Resource
English
IPC:
E01B
PERMANENT WAY
,
Gleisoberbau
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