EP2020459B1 - Method and device for machine removal of ground layers in railway tracks - Google Patents
Method and device for machine removal of ground layers in railway tracks Download PDFInfo
- Publication number
- EP2020459B1 EP2020459B1 EP08011470A EP08011470A EP2020459B1 EP 2020459 B1 EP2020459 B1 EP 2020459B1 EP 08011470 A EP08011470 A EP 08011470A EP 08011470 A EP08011470 A EP 08011470A EP 2020459 B1 EP2020459 B1 EP 2020459B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- track
- ground layer
- cutting
- milling
- base
- 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
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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
- E01B27/02—Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means
- E01B27/027—Loosening ballasting material
-
- 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
-
- 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
- E01B27/04—Removing the ballast; Machines therefor, whether or not additionally adapted for taking-up ballast
Definitions
- the invention relates to a method for the mechanical removal of soil layers in track construction according to the preamble of claim 1.
- the US 4,152,991 shows a movable on a track device for mechanical removal of soil layers in track construction of the type specified, which stirs the ballast located below the track, to then better to be able to remove it for cleaning.
- a tear strip This projects laterally from the outside inwards into the track bed. This tear strip moves through the track bed as the machine advances, thereby picking up the ballast. This agitated gravel can then be easily removed for the subsequent cleaning process.
- the AT 349 051 B shows a device for cleaning railway bedding.
- the soil material is milled below the track and then immediately fed to a vibrating screen, where gravel and spoil are separated.
- the cleaned gravel is then returned from there to the area of the track.
- the invention has for its object to further develop the method for mechanical removal of soil layers in track construction of the type specified in such a way that can perform the cut before machine loosening and removal of the soil layer effectively and in a technically simple manner.
- a novel type of soil layer construction in combination with track-bound machine technology, can result in an improved excavation floor with an increased rate of expansion. Especially when track-bound expansion can thus be achieved an increase in performance for existing conversion machines and conversion procedures, so as to come to improved quality and increased performance.
- an endlessly circulating saw band or milling belt is used for cutting or milling of the soil.
- the advantage is that a high sawing performance can be achieved by this endlessly circulating saw band / milling belt. It is only necessary to provide the saw band / milling belt accordingly with guides and equipped with a corresponding drive.
- the endlessly circulating saw band / milling belt cuts through the ground.
- the cutting device is movable on the track. This means that this track-bound device can be combined with other devices for dissolving and transporting the soil layers in a type column on the track.
- the section is stirred substantially straight or trough-shaped or U-shaped. This means that after performing the cut an excavation of the soil layer takes place in the form of the corresponding profile.
- the sawing technique can be combined with the milling technique, whereby the milling technique to support the saw cut.
- the sawing device and milling device can be arranged on corresponding cutting strips.
- the cutting band may be guided in a U-shaped manner.
- the trough-shaped section in which the cutting tape is guided bent.
- the development according to claim 3 proposes two variants for the course and thus for the leadership of endlessly circulating saw band / milling belt.
- the leadership of the saw band / milling belt is proposed in the manner of a U-profile. This means that the base as well as the two legs of the "U” are each formed by a pair of narrow band saw blade / milling tape pair, but with the two saw band / milling band portions running in opposite directions. This will further increase performance.
- the endlessly circulating saw band / milling belt is guided as a kind of ring. This "ring" is to be understood in the broadest sense. In the first place, this annular guide is a rectangle which defines the center opening in the interior. Of course, other profile circulations such as trapezes, triangles, polygons, etc. are conceivable.
- Fig. 1 to 4 is a first embodiment and in the Fig. 5 to 7 a second embodiment for the mechanical removal of soil layers in track construction shown.
- a track 1 is mounted on its sleepers 2 on the floor 3.
- processing vehicles 4 are arranged movable.
- a U-shaped section 5 by a corresponding cutting device.
- This section 5 can be cut by cutting bands with a sawtooth ( Fig. 4a ) or with a milling head ( Fig. 4b ), but also by exposure to atmospheric pressure ( Fig. 4c ) or by means of water jets (4d).
- an endlessly circulating saw band 8 is provided, which is guided in a U-shape.
- a milling belt could be used.
- the endlessly circulating saw band 8 is guided U-shaped, this means that in the region of the base and in the region of the two legs of the U-profile corresponding sections of the saw band 8 run close to each other and parallel to each other in opposite directions.
- a corresponding drive for the saw blade 8 is provided.
- an endlessly circulating saw band 8 is also provided.
- this is not performed in the above manner as a "U”, but in the manner of a rectangle with a central opening.
- U-profile which corresponds to the U-shaped section 5.
- other profile shapes are conceivable.
- the section 5 causes a separation of the bottom 3 in an upper layer of soil 6 to be removed and a subjacent surface 7. Due to this clean dividing line, the soil layer located above 6 can be mechanically detached and removed, as in Fig. 1 is shown schematically.
- the track 1 with its sleepers 2 can either sag after the bottom layer 6 has been removed or the track 1 with its sleepers 2 is held by a corresponding lifting device of the processing vehicles 4.
- a U-shaped cut 5 is made in the manner described above so as to effect a separation of the soil layer 6 to be removed from the substrate 7. Subsequently, the bottom layer 6 is again mechanically released and removed.
- Fig. 7a is according to the variant in Fig. 3a in turn provided an endlessly circulating saw band 8 with a U-shaped guide, while in the variant in Fig. 7b according to the variant in Fig. 3b the endlessly circulating saw band 8 defines a rectangle.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Road Repair (AREA)
Abstract
Description
Die Erfindung betrifft ein Verfahren zum maschinellen Ausbau von Bodenschichten im Gleisbau nach dem Oberbegriff des Anspruchs 1.The invention relates to a method for the mechanical removal of soil layers in track construction according to the preamble of
Im Gleisbau gibt es Spezialmaschinen, welche verschiedene Bodenarten wie Schotter, Kies, diverse Böden etc. im maschinellen Verfahren unter dem Gleis lösen und ausbauen. Dieser maschinelle Ausbau wird bislang mittels Mobilbagger oder aber vorzugsweise mit (Spezial-) Fräsmaschinen ausgeführt.In track construction, there are special machines that dissolve and expand various types of soil such as gravel, gravel, various soils etc. in a mechanical process under the track. This mechanical expansion is currently carried out by means of wheeled excavators or preferably with (special) milling machines.
Da - wie ausgeführt - im überwiegenden Teil des maschinellen Ausbaus von Bodenschichten im Gleisbau das Fräsverfahren angewendet wird, bestehen hierbei mehrere Nachteile. So wird beim Fräsverfahren der Boden sehr grob aufgerissen. Dies bedeutet, daß die Aushubsohle grobe Toleranzen und lose Strukturen aufweisen kann. Darüber hinaus ist beim Fräsverfahren die Arbeitsgeschwindigkeit sehr langsam.Since - as stated - the milling process is used in the majority of the mechanical removal of soil layers in track construction, there are several disadvantages here. So the ground is torn open very roughly in the milling process. This means that the excavation bottom can have rough tolerances and loose structures. In addition, in the milling process, the working speed is very slow.
Die
Die
Der Erfindung liegt die Aufgabe zugrunde, das Verfahren zum maschinellen Ausbau von Bodenschichten im Gleisbau der eingangs angegebenen Art derart weiterzuentwickeln, daß sich der Schnitt vor dem maschinellen Lösen und Abtragen der Bodenschicht effektiv und auf technisch einfache Weise durchführen läßt.The invention has for its object to further develop the method for mechanical removal of soil layers in track construction of the type specified in such a way that can perform the cut before machine loosening and removal of the soil layer effectively and in a technically simple manner.
Die technische Lösung ist gekennzeichnet durch die Merkmale im Kennzeichen des Anspruchs 1.The technical solution is characterized by the features in the characterizing part of
Dadurch ist ein verbessertes Verfahren zum maschinellen Ausbau von Bodenschichten im Gleisbau geschaffen, bei dem die Aushubsohle nur geringe Toleranzen aufweist und wobei die Struktur weiterhin sehr fest ist. Schließlich ist die Arbeitsgeschwindigkeit im Vergleich zu den bekannten Verfahren hoch. Der Grundgedanke des erfindungsgemäßen Verfahrens beruht darauf, mittels einer entsprechenden Schnitteinrichtung eine Trennung der Bodenschichten zu erreichen, um dann die abgetrennten Schichten zu lösen, zu befördern und zu verladen. Damit wird bei dem erfindungsgemäßen Verfahren lediglich eine Trennlinie hergestellt, um die Bodenschichten zu lösen. Der eigentliche Lösevorgang mit Abtransport des Materials erfolgt dann unmittelbar im Nachgang zu der Schnittherstellung. Der Aushub kann dabei gleisgebunden in verschiedenen Bereichen stattfinden. Dies kann beispielsweise unterhalb oder neben dem Gleis geschehen. Somit kann bei diesem Verfahren in der Kombination mit gleisgebundener Maschinentechnik eine neuartige Ausbauart von Bodenschichten zu einer verbesserten Aushubsohle mit einer gesteigerten Ausbaugeschwindigkeit führen. Gerade beim gleisgebundenen Ausbau kann somit eine Leistungssteigerung für vorhandene Umbaumaschinen sowie Umbauverfahren erreicht werden, um so zu einer verbesserten Qualität und gesteigerter Leistung zu kommen. Zum Schneiden oder Fräsen des Bodens wird ein endlos umlaufendes Sägeband oder Fräsband verwendet. Der Vorteil besteht darin, daß durch dieses endlos umlaufende Sägeband/Fräsband eine hohe Sägeleistung erzielt werden kann. Es ist lediglich erforderlich, das Sägeband/Fräsband entsprechend mit Führungen zu versehen und mit einem entsprechenden Antrieb auszustatten. Während des Umlaufes des Sägebandes/Fräsbandes ist es dann nur noch notwendig, dieses in Gleisrichtung vorwärtszubewegen, so daß sich das endlos umlaufende Sägeband/Fräsband durch den Boden hindurchschneidet. Dabei ist die Schneidvorrichtung auf dem Gleis verfahrbar. Dies bedeutet, daß durch diese gleisgebundene Vorrichtung diese mit anderen Vorrichtungen zum Lösen sowie zum Transport der Bodenschichten in einer Art Kolonne auf dem Gleis kombiniert werden kann.As a result, an improved method of machine construction of soil layers in track construction is provided in which the excavation sole has only small tolerances and the structure is still very strong. Finally, the operating speed is high compared to the known methods. The basic idea of the method according to the invention is based on achieving a separation of the soil layers by means of a corresponding cutting device, in order then to release, convey and load the separated layers. Thus, in the method according to the invention only a dividing line is produced in order to release the soil layers. The actual dissolution process with removal of the material then takes place immediately after the cut production. Excavation can take place in different sections of track. This can happen, for example, below or next to the track. Thus, in this method, in combination with track-bound machine technology, a novel type of soil layer construction can result in an improved excavation floor with an increased rate of expansion. Especially when track-bound expansion can thus be achieved an increase in performance for existing conversion machines and conversion procedures, so as to come to improved quality and increased performance. For cutting or milling of the soil an endlessly circulating saw band or milling belt is used. The advantage is that a high sawing performance can be achieved by this endlessly circulating saw band / milling belt. It is only necessary to provide the saw band / milling belt accordingly with guides and equipped with a corresponding drive. During the circulation of the saw band / milling belt, it is then only necessary to move it forward in the track direction, so that the endlessly circulating saw band / milling belt cuts through the ground. The cutting device is movable on the track. This means that this track-bound device can be combined with other devices for dissolving and transporting the soil layers in a type column on the track.
Gemäß der Weiterbildung in Anspruch 2 wird der Schnitt im wesentlichen gerade oder wannenförmig oder U-förmig durchgerührt. Dies bedeutet, daß nach Durchführung des Schnitts ein Aushub der Bodenschicht in Form des entsprechenden Profils erfolgt.According to the embodiment in
Die Sägetechnik kann mit der Frästechnik kombiniert werden, wobei die Frästechnik den Sägeschnitt unterstützen soll. Die Sägeeinrichtung sowie Fräseinrichtung kann dabei an entsprechenden Schnittbändern angeordnet sein. Um den zuvor erwähnten U-förmigen Schnitt zu realisieren, kann das Schnittband entsprechend U-förmig geführt sein. Entsprechendes gilt auch für den wannenförmigen Schnitt, bei welchem das Schnittband gebogen geführt ist. Es ist aber auch denkbar, daß entsprechend der drei Schenkel des "U" entsprechende separate Schnittbänder vorgesehen sind, welche diese Schenkel definieren.The sawing technique can be combined with the milling technique, whereby the milling technique to support the saw cut. The sawing device and milling device can be arranged on corresponding cutting strips. In order to realize the aforementioned U-shaped section, the cutting band may be guided in a U-shaped manner. The same applies to the trough-shaped section in which the cutting tape is guided bent. However, it is also conceivable that according to the three legs of the "U" corresponding separate cutting bands are provided which define these legs.
Die Weiterbildung gemäß Anspruch 3 schlägt zwei Varianten für den Verlauf und damit für die Führung des endlos umlaufenden Sägebandes/Fräsbandes vor. In einer ersten Variante wird die Führung des Sägebandes/Fräsbandes in der Art eines U-Profils vorgeschlagen. Dies bedeutet, daß die Basis sowie die beiden Schenkel des "U" jeweils durch ein mit geringem Abstand einander gegenüberliegendes Sägeband/Fräsband-Paar gebildet sind, wobei jedoch die beiden Sägeband/Fräsband-Abschnitte in entgegengesetzte Richtungen laufen. Dadurch wird die Leistung weiter erhöht. Alternativ ist es in einer zweiten Variante auch denkbar, daß das endlos umlaufende Sägeband/Fräsband als eine Art Ring geführt ist. Dieser "Ring" ist im weitesten Sinne zu verstehen. In erster Linie handelt es sich bei dieser ringförmigen Führung um ein Rechteck, welches im Innern die Mittenöffnung definiert. Selbstverständlich sind auch andere Profilumläufe wie Trapeze, Dreiecke, Polygone etc. denkbar.The development according to
Ausführungsbeispiele des erfindungsgemäßen Verfahrens zum maschinellen Ausbau von Bodenschichten im Gleisbau mit einer entsprechenden Vorrichtung werden nachfolgend anhand der Zeichnungen beschrieben. In diesen zeigt:
- Fig. 1
- eine erste Ausführungsform im schematischen Längsschnitt;
- Fig. 2
- einen Schnitt entlang der Linie 1-1 in
Fig. 1 ; - Fig. 3a
- einen Schnitt entlang der Linie 2-2 in
Fig. 1 in einer ersten Variante; - Fig. 3b
- einen Schnitt entlang der Linie 2-2 in
Fig. 1 in einer zweiten Variante mit einer zusätzlichen Detailvergrößerung; - Fig. 4a bis 4d
- einen Schnitt entlang der Linie 3-3 in
Fig. 3 in verschiedenen Ausführungsvarianten; - Fig. 5
- eine zweite Ausführungsform im schematischen Längsschnitt;
- Fig. 6
- einen Schnitt entlang der Linie 1-1 in
Fig. 5 ; - Fig. 7a
- einen Schnitt entlang der Linie 2-2 in
Fig. 5 in einer ersten Variante; - Fig. 7b
- einen Schnitt entlang der Linie 2-2 in
Fig. 5 in einer zweiten Variante mit einer zusätzlichen Detailvergrößerung.
- Fig. 1
- a first embodiment in a schematic longitudinal section;
- Fig. 2
- a section along the line 1-1 in
Fig. 1 ; - Fig. 3a
- a section along the line 2-2 in
Fig. 1 in a first variant; - Fig. 3b
- a section along the line 2-2 in
Fig. 1 in a second variant with an additional detail magnification; - Fig. 4a to 4d
- a section along the line 3-3 in
Fig. 3 in different embodiments; - Fig. 5
- a second embodiment in a schematic longitudinal section;
- Fig. 6
- a section along the line 1-1 in
Fig. 5 ; - Fig. 7a
- a section along the line 2-2 in
Fig. 5 in a first variant; - Fig. 7b
- a section along the line 2-2 in
Fig. 5 in a second variant with an additional detail magnification.
In den
Bei der ersten Ausführungsform in den
Der Boden 3 unterhalb des Gleises 1 soll maschinell ausgebaut werden. Hierzu wird entsprechend der Darstellung in
In dem dargestellten Ausführungsbeispiel ist ein endlos umlaufendes Sägeband 8 vorgesehen, welches U-förmig geführt ist. Statt des Sägebandes 8 könnte auch ein Fräsband verwendet werden. Dies bedeutet, daß die senkrechten Schenkel des "U" den vertikalen Schnitt und die Basis des "U" den horizontalen Schnitt des insgesamt U-förmigen Schnittes 5 einbringen. Indem das endlos umlaufende Sägeband 8 U-förmig geführt ist, bedeutet dies, daß im Bereich der Basis sowie im Bereich der beiden Schenkel des U-Profils entsprechende Abschnitte des Sägebandes 8 dicht nebeneinander sowie parallel zueinander in entgegengesetzte Richtungen laufen. Selbstverständlich ist ein entsprechender Antrieb für das Sägeband 8 vorgesehen.In the illustrated embodiment, an endlessly circulating
Bei der Ausführungsvariante in
Auf jeden Fall bewirkt der Schnitt 5 eine Trennung des Bodens 3 in eine obere, auszubauende Bodenschicht 6 und einem darunter befindlichen Untergrund 7. Aufgrund dieser sauberen Trennlinie kann die darüber befindliche Bodenschicht 6 maschinell gelöst und abgetragen werden, wie dies in
Während der gesamten Prozedur kann das Gleis 1 mit seinen Schwellen 2 entweder nach dem Entfernen der Bodenschicht 6 absacken oder aber das Gleis 1 mit seinen Schwellen 2 wird durch eine entsprechende Hebevorrichtung der Bearbeitungsfahrzeuge 4 gehalten.During the entire procedure, the
Bei der zweiten Ausführungsform in den
Die Funktionsweise ist vom Grundprinzip her die gleiche wie bei der ersten Ausführungsform, d. h. es wird ein U-förmiger Schnitt 5 in der vorbeschriebenen Weise durchgeführt, um so eine Trennung der abzutragenden Bodenschicht 6 vom Untergrund 7 zu bewirken. Anschließend wird die Bodenschicht 6 wieder maschinell gelöst und abgetragen.The operation is basically the same as in the first embodiment, d. H. a
Bei der Ausführungsvariante in
- 11
- Gleistrack
- 22
- Schwellethreshold
- 33
- Bodenground
- 44
- Bearbeitungsfahrzeugprocessing vehicle
- 55
- Schnittcut
- 66
- Bodenschichtsoil layer
- 77
- Untergrundunderground
- 88th
- Sägebandbandsaw
Claims (3)
- Method for mechanical excavation of ground layers (6) in track construction, in which a ground layer (6) under and/or next to the track (1) is mechanically detached and extracted,
wherein before mechanical detachment and extraction of the ground layer (6), this is first separated from the subsoil (7) below by a cut (5) substantially parallel to the track (1) by means of a cutting device that is movable on the track (1),
characterised in that
for cutting, an endless circulating saw belt (8) or cutter belt is used. - Method according to the preceding claim, characterised in that the cut (5) is made substantially straight or trough-shaped or U-shaped.
- Method according to any of the preceding claims, characterised in that the endless circulating saw belt (8) or cutter belt is guided in the manner of a U-profite or as a ring-like profile with a centre opening.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102007036791 | 2007-08-03 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2020459A1 EP2020459A1 (en) | 2009-02-04 |
EP2020459B1 true EP2020459B1 (en) | 2010-03-17 |
Family
ID=39925049
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP08011470A Not-in-force EP2020459B1 (en) | 2007-08-03 | 2008-06-25 | Method and device for machine removal of ground layers in railway tracks |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2020459B1 (en) |
AT (1) | ATE461320T1 (en) |
DE (1) | DE502008000443D1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102011010427A1 (en) | 2011-02-04 | 2012-08-09 | Michael Stelley | Device and method for crushing rock / packing layers to a mineral mixture below track systems with track built with track-bound machines / modules / units |
DE102011010420A1 (en) | 2011-02-04 | 2012-08-09 | Michael Stelley | Device and method for the construction and processing of track systems |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102259353A (en) * | 2010-05-25 | 2011-11-30 | 拜耳材料科技(中国)有限公司 | Method and device for cutting polyurethane rail way ballast bed as well as application thereof |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4152991A (en) | 1976-09-24 | 1979-05-08 | Caterpillar Tractor Co. | Ripping apparatus |
AT349051B (en) | 1977-06-01 | 1979-03-26 | Plasser Bahnbaumasch Franz | SPACING CHAINS AND CONVEYOR CHAINS, IN PARTICULAR FOR TRACK-BED CLEANING MACHINES |
DE19848655B4 (en) * | 1998-05-12 | 2009-09-17 | Ed. Züblin Ag | Renovation of slab tracks |
AU2005327807A1 (en) * | 2005-03-26 | 2006-10-12 | Rail.One Gmbh | Method of adjusting the height of a fixed rail carriageway |
-
2008
- 2008-06-25 AT AT08011470T patent/ATE461320T1/en active
- 2008-06-25 DE DE502008000443T patent/DE502008000443D1/en active Active
- 2008-06-25 EP EP08011470A patent/EP2020459B1/en not_active Not-in-force
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102011010427A1 (en) | 2011-02-04 | 2012-08-09 | Michael Stelley | Device and method for crushing rock / packing layers to a mineral mixture below track systems with track built with track-bound machines / modules / units |
DE102011010420A1 (en) | 2011-02-04 | 2012-08-09 | Michael Stelley | Device and method for the construction and processing of track systems |
WO2012103860A1 (en) | 2011-02-04 | 2012-08-09 | Stelley Michael | Device and method for crushing rocks beneath railway tracks |
WO2012103859A1 (en) | 2011-02-04 | 2012-08-09 | Stelley Michael | Device and method for constructing and treating railway tracks |
DE202011110789U1 (en) | 2011-02-04 | 2016-06-02 | Michael Stelley | Apparatus for crushing rock beneath railway tracks |
Also Published As
Publication number | Publication date |
---|---|
EP2020459A1 (en) | 2009-02-04 |
DE502008000443D1 (en) | 2010-04-29 |
ATE461320T1 (en) | 2010-04-15 |
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