WO2026068422 - VERFAHREN UND SYSTEM ZUM UNTERSTOPFEN VON GLEISSCHWELLEN
National phase entry is expected:
Publication Number
WO/2026/068422
Publication Date
02.04.2026
International Application No.
PCT/EP2025/077091
International Filing Date
23.09.2025
Title **
[German]
VERFAHREN UND SYSTEM ZUM UNTERSTOPFEN VON GLEISSCHWELLEN
[English]
METHOD AND SYSTEM FOR TAMPING SLEEPERS
[French]
PROCÉDÉ ET SYSTÈME DE TASSEMENT DE TRAVERSES
Applicants **
PLASSER & THEURER, EXPORT VON BAHNBAUMASCHINEN, G. M. B. H.
Inventors
KOCZWARA, Christian
QUITTNER, Markus
MALZER, Tobias
Priority Data
A50781/2024
24.09.2024
AT
Application details
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International Searching Authority |
EPO
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| Recordal of a Change of the Applicant's Name/Address |
Change of Applicant's Name and Address
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| Type of Assignment |
The Standard Agent's Assignment
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| Applicant's Legal Status |
Legal Entity
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| Entry into National Phase under |
Chapter I
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| Patent Delivery |
Send the Letters Patent by Courier
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| 译文 |
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Quotation for National Phase entry
| Country | Stages | Total | |
|---|---|---|---|
| China | Filing, Examination, Granting | 2024 | |
| EPO | Filing, Examination, Granting | 8113 | |
| Japan | Filing, Examination, Granting | 2153 | |
| South Korea | Filing, Examination, Granting | 2071 | |
| USA | Filing, Examination, Granting | 4740 |
Total:
19,101
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Abstract[German]
) ermittelt, wobei daraus in einer Auswerteeinrichtung (24) Protokolldaten (D) der Schottermenge pro Schwellenfach (26) abgeleitet werden. Mit dieser Schottermengenbestimmung werden für jeden Stopfvorgang die vorherrschenden Gegebenheiten dokumentiert.[English]
) proportional to a ballast quantity in the respective sleeper bay (26) is determined by means of the sensor arrangement (20-23), wherein log data (D) of the ballast quantity per sleeper bay (26) are derived therefrom in an evaluation device (24). By means of this ballast quantity determination, the prevailing conditions are documented for each tamping operation.[French]
) proportionnelle à une quantité de ballast dans le logement de traverse respectif (26) est déterminée au moyen de l'agencement de capteur (20-23), des données de journal (D) de la quantité de ballast par logement de traverse (26) étant dérivées de celle-ci dans un dispositif d'évaluation (24). Au moyen de cette détermination de quantité de ballast, les conditions en vigueur sont documentées pour chaque opération de tassement.