EP2665865B1 - Verfahren zum unterstopfen eines gleises - Google Patents

Verfahren zum unterstopfen eines gleises Download PDF

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Publication number
EP2665865B1
EP2665865B1 EP11802864.6A EP11802864A EP2665865B1 EP 2665865 B1 EP2665865 B1 EP 2665865B1 EP 11802864 A EP11802864 A EP 11802864A EP 2665865 B1 EP2665865 B1 EP 2665865B1
Authority
EP
European Patent Office
Prior art keywords
tamping
ballast
anchor element
track
rail
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
Application number
EP11802864.6A
Other languages
English (en)
French (fr)
Other versions
EP2665865A1 (de
Inventor
Otto Widlroither
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Robel Bahnbaumaschinen GmbH
Original Assignee
Robel Bahnbaumaschinen GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Robel Bahnbaumaschinen GmbH filed Critical Robel Bahnbaumaschinen GmbH
Priority to SI201130597T priority Critical patent/SI2665865T1/sl
Publication of EP2665865A1 publication Critical patent/EP2665865A1/de
Application granted granted Critical
Publication of EP2665865B1 publication Critical patent/EP2665865B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/12—Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
    • E01B27/20—Compacting the material of the track-carrying ballastway, e.g. by vibrating the track, by surface vibrators
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/12—Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
    • E01B27/13—Packing sleepers, with or without concurrent work on the track
    • E01B27/14—Manual tools or hand-held power tools therefor

Definitions

  • the invention relates to a method for underfilling a track by a hand stoppers.
  • the object of the present invention is now to provide a method of the type mentioned, with which an improved ballast compaction can be achieved.
  • This object is achieved according to the invention with a method of the generic type in that the hand stoppers before immersion in the ballast by a - attached between a drive motor and a tamping plunger fixed - Fixierorgan releasably connected with respect to a stuffing movement, fixed to the track anchoring element becomes.
  • Fig. 1 a view of two hand stoppers in the threshold longitudinal direction
  • Fig. 2 a top view
  • Fig. 3 a simplified illustration of another variant of the invention.
  • Handstopfer 1 each have a arranged in an upper portion 2 drive motor 3 and 4 handles.
  • a middle plugper section 6 provided between the drive motor 3 and a stuffing paddle 5 is formed as a connecting tube 17 having a longitudinal direction 7 in which an eccentric shaft (not shown) is rotated.
  • a to be stuffed threshold 8 of a track 9 is formed as a rail anchor anchoring element 10 which is connected by a quick release 11 releasably connected to a rail 12 and hook 13 has.
  • An example designed as a chain or rope Fixing member 15 is attached to the connecting pipe 17 in its closer to the stuffing blade 5 half on a hook 14.
  • the hook 14 is then connected by the fixing member 15 to a hook 13 of the anchor element 10 fixed to the track.
  • the handle 4 is moved to the drive motor 3 in a direction of operation 16 to the operator. Due to the connection of the central plugger section 6 with the anchor element 10, this produces a compelling plug movement 18 of the stuffing blade 5 in the direction of the adjacent threshold 8.
  • a further optimization of the clogging of the track 9 can be achieved so that two - with respect to the threshold to be stuffed 8 - positioned opposite each other and each connected to the anchor element 10 Handstopfer 1 are used synchronously.
  • Fig. 2 indicated by dash-dotted lines, there is also the possibility that with four each attached to the anchor element 10 hand stoppers 1 synchronous tamping movements to the clogging of the threshold 8 are performed.
  • the fixing member 15 is released from the anchor member 10. After attachment of the anchor element 10 above the next threshold, the stuffing method described is repeated. Of course, it is also possible to attach the anchor element 10 directly on the threshold. But it could also be an example Rail 12 with the threshold 8 connecting rail clip od. Like. Used as anchor element for fixing the fixing member 15 on the track 9.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Description

  • Die Erfindung betrifft ein Verfahren zum Unterstopfen eines Gleises durch einen Handstopfer.
  • Vielfach bekannte Handstopfer werden in einem oberen, den Antrieb aufweisenden Abschnitt erfasst und mit einer in Vibration versetzten Stopfschaufel in den Schotter eingetaucht (siehe DE 1 241 474 B ). Während des Eintauchvorganges wird versucht, durch ein Absenken des oberen Antriebabschnittes in Richtung zur Bedienungsperson mit der Stopfschaufel eine Verdichtbewegung in Richtung zur Schwelle zu erzielen. Die daraus resultierende Verdichtwirkung ist jedoch unbefriedigend, da der hinter der Stopfschaufel als eine Art Widerlager benutzte Schotter infolge der Vibrationen wenig Widerstand leistet.
  • Die Aufgabe der vorliegenden Erfindung liegt nun in der Schaffung eines Verfahrens der eingangs genannten Art, mit dem eine verbesserte Schotterverdichtung erzielbar ist.
  • Diese Aufgabe wird mit erfindungsgemäß mit einem Verfahren der gattungsgemäßen Art dadurch gelöst, dass der Handstopfer vor dem Eintauchen in den Schotter durch ein - zwischen einem Antriebsmotor und einer Stopfschaufel gelegenen Stopferabschnitt befestigtes - Fixierorgan lösbar mit einem bezüglich einer Stopfbewegung gegenüberliegenden, am Gleis fixierten Ankerelement verbunden wird.
  • Durch diese kurzzeitige Verbindung mit dem Gleis wird ein nicht verschiebbares Widerlager geschaffen, so dass mit der Abwärtsbewegung des oberen Handstopferabschnittes eine zwingende Gegenbewegung der Stopfschaufel in Richtung zur Schwelle erfolgt. Damit wird der Schotter zwangsläufig unter die Schwelle verdrängt und verdichtet.
  • Weitere Vorteile der Erfindung ergeben sich aus den Unteransprüchen und der Zeichnungsbeschreibung.
  • Im Folgenden wird die Erfindung anhand von in der Zeichnung dargestellten Ausführungsbeispielen näher beschrieben. Es zeigen: Fig. 1 eine Ansicht von zwei Handstopfern in Schwellenlängsrichtung, Fig. 2 eine Draufsicht und Fig. 3 eine vereinfachte Darstellung einer weiteren Variante der Erfindung.
  • In den Fig. 1 bis 3 dargestellte Handstopfer 1 weisen je einen in einem oberen Abschnitt 2 angeordneten Antriebsmotor 3 sowie Handgriffe 4 auf. Ein zwischen dem Antriebsmotor 3 und einer Stopfschaufel 5 vorgesehener mittlerer Stopferabschnitt 6 ist als eine Längsrichtung 7 aufweisendes Verbindungsrohr 17 ausgebildet, in dem eine nicht näher dargestellte Exzenterwelle in Rotation versetzt wird.
  • Oberhalb einer zu unterstopfenden Schwelle 8 eines Gleises 9 befindet sich ein als Schienenanker ausgebildetes Ankerelement 10, das durch einen Schnellverschluss 11 lösbar mit einer Schiene 12 verbunden ist und Haken 13 aufweist. Ein beispielsweise als Kette oder Seil ausgebildetes Fixierorgan 15 ist am Verbindungsrohr 17 in dessen näher zur Stopfschaufel 5 gelegenen Hälfte an einem Haken 14 befestigt.
  • Zur Durchführung des Stopfverfahrens wird nun der Haken 14 durch das Fixierorgan 15 mit einem Haken 13 des am Gleis fixierten Ankerelementes 10 verbunden. Um eine optimale Verdichtwirkung zu erzielen, wird der Handgriff 4 mit dem Antriebsmotor 3 in einer Arbeitsrichtung 16 zur Bedienungsperson hin bewegt. Dies erzeugt auf Grund der Verbindung des mittleren Stopferabschnittes 6 mit dem Ankerelement 10 eine zwingende Stopfbewegung 18 der Stopfschaufel 5 in Richtung zur angrenzenden Schwelle 8.
  • Eine weitere Optimierung der Unterstopfung des Gleises 9 kann damit erzielt werden, dass zwei - bezüglich der zu unterstopfenden Schwelle 8 - einander gegenüberliegend positionierte und je mit dem Ankerelement 10 verbundene Handstopfer 1 synchron eingesetzt werden. Wie in Fig. 2 durch strichpunktierte Linien angedeutet, besteht auch die Möglichkeit, dass mit vier je an das Ankerelement 10 angehängten Handstopfern 1 synchrone Stopfbewegungen zur Unterstopfung der Schwelle 8 durchgeführt werden.
  • Nach ausreichender Verdichtung des Schotters wird das Fixierorgan 15 vom Ankerelement 10 gelöst. Nach Befestigung des Ankerelementes 10 oberhalb der nächstfolgenden Schwelle wiederholt sich das beschriebene Stopfverfahren. Es ist natürlich auch möglich, das Ankerelement 10 direkt auf der Schwelle zu befestigen. Es könnte aber auch beispielsweise ein die Schiene 12 mit der Schwelle 8 verbindender Schienenclip od. dgl. als Ankerelement zur Befestigung des Fixierorganes 15 am Gleis 9 verwendet werden.
  • Zur Durchführung des anmeldungsgemäßen Verfahrens wäre es alternativ auch möglich, ausschließlich die als Ankerelement 10 dienenden Haken 14 zweier einander gegenüberliegender Handstopfer 1 durch das Fixierorgan 15 direkt miteinander zu verbinden (s. Fig. 3). Zur Erzielung einer bestmöglichen Schotterverdichtung sollte die Bewegung der beiden Handstopfer 1 in Arbeitsrichtung 16 weitgehend synchron durchgeführt werden.

Claims (5)

  1. Verfahren zum Unterstopfen eines Gleises durch Eintauchen eines Handstopfers in Schotter, dadurch gekennzeichnet, dass der Handstopfer (1) vor dem Eintauchen in den Schotter durch ein - zwischen einem Antriebsmotor (3) und einer Stopfschaufel (5) gelegenen Stopferabschnitt (6) befestigtes - Fixierorgan (15) lösbar mit einem bezüglich einer Stopfbewegung gegenüberliegenden, am Gleis (9) fixierten Ankerelement (10) verbunden wird.
  2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass zur Unterstopfung zwei - zum gleichen Zeitpunkt bezüglich einer Stopfbewegung (18) je an einer gegenüber liegenden Schwellenlängsseite - in den Schotter eintauchende, durch das Fixierorgan (15) miteinander verbundene und jeweils als Ankerelement (10) dienende Handstopfer (1) verwendet werden.
  3. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass als Ankerelement (10) ein lösbar mit der Schiene verbundener Schienenanker verwendet wird.
  4. Verfahren nach Anspruch 3, dadurch gekennzeichnet, dass das Ankerelement (10) an einem Kreuzungspunkt der Schwelle (8) mit der Schiene (12) befestigt wird.
  5. Verfahren nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass das Fixierorgan (15) an einem zwischen Antriebsmotor (3) und einer Stopfschaufel (5) angeordneten Verbindungsrohr (17) in dessen näher zur Stopfschaufel (5) gelegenen Hälfte befestigt wird.
EP11802864.6A 2011-01-19 2011-12-21 Verfahren zum unterstopfen eines gleises Not-in-force EP2665865B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI201130597T SI2665865T1 (sl) 2011-01-19 2011-12-21 Postopek nabijanja gramoza železniških tračnic

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102011008893A DE102011008893A1 (de) 2011-01-19 2011-01-19 Verfahren zum Unterstopfen eines Gleises
PCT/EP2011/006463 WO2012097850A1 (de) 2011-01-19 2011-12-21 Verfahren zum unterstopfen eines gleises.

Publications (2)

Publication Number Publication Date
EP2665865A1 EP2665865A1 (de) 2013-11-27
EP2665865B1 true EP2665865B1 (de) 2015-07-08

Family

ID=45440481

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11802864.6A Not-in-force EP2665865B1 (de) 2011-01-19 2011-12-21 Verfahren zum unterstopfen eines gleises

Country Status (12)

Country Link
US (1) US20130263755A1 (de)
EP (1) EP2665865B1 (de)
JP (1) JP2014503039A (de)
CN (1) CN103370474A (de)
AU (1) AU2011356323A1 (de)
CA (1) CA2819196A1 (de)
DE (1) DE102011008893A1 (de)
DK (1) DK2665865T3 (de)
ES (1) ES2547572T3 (de)
HU (1) HUE025508T2 (de)
SI (1) SI2665865T1 (de)
WO (1) WO2012097850A1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2676253C1 (ru) * 2018-04-19 2018-12-26 Анатолий Николаевич Шилкин Способ уплотнения балласта железнодорожного пути

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202011103985U1 (de) * 2011-08-03 2011-10-31 Robel Bahnbaumaschinen Gmbh Handstopfer zum Unterstopfen eines Gleises
CN104264542B (zh) * 2014-10-17 2017-01-18 安阳市安振高新产业有限责任公司 一种用于铁路道床捣固的电动式冲击镐
DE202015001706U1 (de) * 2015-03-05 2015-04-07 Robel Bahnbaumschinen Gmbh Handstopfer zum Unterstopfen von Schotter eines Gleises
USD789994S1 (en) 2015-08-05 2017-06-20 Nordco Inc. Tamper tool
AU2016204901A1 (en) * 2015-08-10 2017-03-02 Nordco Inc. Tamper Tool and Associated Holder
CN110670430B (zh) * 2019-10-15 2021-05-14 株洲时代电子技术有限公司 一种轨枕位置保护方法

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US900721A (en) * 1908-10-13 Frank J Gilroy Tie-tamper.
DE509412C (de) * 1930-10-10 Walter Luecken Gegen eine Bahnschwelle abgestuetzter Pressluftschwellenstopfer
US917860A (en) * 1908-09-11 1909-04-13 Frank J Gilroy Tie-tamper.
US2224658A (en) * 1935-07-08 1940-12-10 Steinhage Heinrich Packing or consolidating of permanent way beds
CH328352A (fr) * 1956-03-16 1958-03-15 Scheuchzer Alfred Machine à bourrer le ballast
US2973719A (en) * 1960-01-28 1961-03-07 Plasser Franz Track tamper
DE1280272B (de) * 1963-03-18 1968-10-17 Viktor Seidl Dipl Ing Handstopfgeraet fuer Gleisschotter
DE1241474B (de) * 1964-11-07 1967-06-01 Wacker Hermann Handgefuehrte Vorrichtung zum Unterstopfen von Schienenschwellen
JPS58874U (ja) * 1981-06-24 1983-01-06 芝浦メカトロニクス株式会社 防振ハンドル

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2676253C1 (ru) * 2018-04-19 2018-12-26 Анатолий Николаевич Шилкин Способ уплотнения балласта железнодорожного пути

Also Published As

Publication number Publication date
US20130263755A1 (en) 2013-10-10
AU2011356323A1 (en) 2013-07-11
EP2665865A1 (de) 2013-11-27
WO2012097850A1 (de) 2012-07-26
CA2819196A1 (en) 2012-07-26
DK2665865T3 (en) 2015-10-12
SI2665865T1 (sl) 2015-10-30
JP2014503039A (ja) 2014-02-06
DE102011008893A1 (de) 2012-07-19
ES2547572T3 (es) 2015-10-07
HUE025508T2 (en) 2016-02-29
CN103370474A (zh) 2013-10-23

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