| 摘要 |
The unit has at least one weighing element assigned to a stretch of track and supported by a supporting bed (24), which is formed as a ballast bed. Bulk granular material is consolidated at least sectionally by a binding material. The consolidated bulk granular material is in a joist region (20) running parallel to the longitudinal rails, under a rail (S1,S2) and under the threshold lower edge. The consolidated bulk granular material is applied in a liquid or a soft condition and then hardened. An Independent claim is included for a method for consolidating the supporting bed material.
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