EP1722185B1 - Dispositif de mesure de pression du sol et méthode d'utilisation. - Google Patents

Dispositif de mesure de pression du sol et méthode d'utilisation. Download PDF

Info

Publication number
EP1722185B1
EP1722185B1 EP06004308A EP06004308A EP1722185B1 EP 1722185 B1 EP1722185 B1 EP 1722185B1 EP 06004308 A EP06004308 A EP 06004308A EP 06004308 A EP06004308 A EP 06004308A EP 1722185 B1 EP1722185 B1 EP 1722185B1
Authority
EP
European Patent Office
Prior art keywords
ground
mine
pressure
vehicle
measurement
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
EP06004308A
Other languages
German (de)
English (en)
Other versions
EP1722185A1 (fr
Inventor
Uwe Eisenkolb
Detlev Eckhoff
Axel Kaspari
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.)
Rheinmetall Landsysteme GmbH
Original Assignee
Rheinmetall Landsysteme 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 Rheinmetall Landsysteme GmbH filed Critical Rheinmetall Landsysteme GmbH
Publication of EP1722185A1 publication Critical patent/EP1722185A1/fr
Application granted granted Critical
Publication of EP1722185B1 publication Critical patent/EP1722185B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F41—WEAPONS
    • F41H—ARMOUR; ARMOURED TURRETS; ARMOURED OR ARMED VEHICLES; MEANS OF ATTACK OR DEFENCE, e.g. CAMOUFLAGE, IN GENERAL
    • F41H11/00—Defence installations; Defence devices
    • F41H11/12—Means for clearing land minefields; Systems specially adapted for detection of landmines

Definitions

  • the invention relates to a device for ground pressure measurement of vehicles and / or devices or systems, in particular for the clearance of land mines, and a method for evaluation.
  • the disadvantage here is that the tube probes are inserted obliquely into the ground. Thus, the measurement results can not be assigned to a specific floor depth.
  • the US 5,074,793 A which forms the basis for the preamble of claim 1, describes a mine-effect simulation system, ie, the simulation of the effects or effects on a vehicle.
  • the land mines are run over by the vehicle, triggered and a potential damage, such as total failure or loss of mobility of the vehicle, electronically simulated.
  • the determined values serve for the later design of a real landmine.
  • a land mine without explosives is run over and is equipped with signal transmission means.
  • the landmine can be open or covered.
  • the invention takes on the task to show a device for ground pressure measurement of vehicles and / or devices or systems.
  • the invention is based on the idea to create a measuring body or in total a measuring system, which is spent in the soil and considering soil type and soil depth, measures the soil pressure and provides an evaluation available.
  • the measuring body simulates or simulates a real landmine in particular in shape and size and the size of the printing plates.
  • the measuring body simulates or simulates a real landmine in particular in shape and size and the size of the printing plates.
  • several measuring mines are used for the measurement in the soil, so that the number of landmines in the soil can additionally be taken into account / simulated with a measuring system.
  • the single measuring body or the respective measuring mine is characterized by a stable housing.
  • the integrated pressure plates in the housing are functionally connected to pressure sensors, so that the pressure forces exerted on the pressure plates, for example, can measure as a force-time curve and provide them to the measuring system.
  • equipment with a position measuring system is possible, so that then the distance-time course is measured.
  • the measuring signals are then processed in an evaluation unit of the measuring system.
  • the measuring mines can be buried in different soil types and soil depths.
  • the associated evaluation method provides better information about the effect of the corresponding digestion system.
  • FIG. 1 Two different measuring bodies or measuring mines 1 and 10 are shown, which simulate two real landmines in shape and size.
  • the measuring body 1 and the measuring body 10 thereby also include the size of a pressure plate 2 and 12, have a stable housing 3, which may be made of metal or plastic.
  • the stability is dependent on the forces acting on them when driving over a vehicle 9 and / or a device or system separately or mounted on the vehicle 9 (not shown in detail, as shown in the prior art) for clearing a landmine caused become. It is assumed that the housing 3 resists these mechanical effects.
  • the measuring bodies 1, 10 are mechanically coupled to the printing plates 2 (12) coupled sensors 4 with a, if necessary, downstream measuring amplifier 5 (FIG. Fig.2 ). In this way, the size and the time course, the increase in pressure and the duration of action of the force applied to the printing plates 2 (12) pressure forces can be measured.
  • the signals of the sensors 4, here for example strain gauges, are amplified in the measuring amplifier 5 and applied to an evaluation unit 7, for example a computer.
  • the transmission can take place via a bus system, preferably a CAN bus and a cable 6 connected to the computer 7 ( Figure 3 ).
  • the measurement signals of the individual measuring bodies 1, 10 are recorded for an on-site evaluation or later.
  • the equipment of the measuring body 1, 10 with a position measuring system is possible, which determines the path-time course of integrated in the measuring mines pressure plates 2, 12 and outputs as signals to the computer 7.
  • a hydraulic element can be integrated, in which the internal pressure changes under load and this change is measured and evaluated.
  • the CAN bus offers the advantage that several measuring bodies 1, 10 can be connected to the evaluation unit 7 via a single line 6 and not every measuring body 1, 10 has to be connected to the computer 7.
  • the line 6 is also suitable for the power supply of the measuring amplifier. 5
  • the measuring bodies 1, 10 can be buried in different soil types 8, for example gravel, sand, pebbles and soil depths. About this, through several measuring bodies 1, 10 simulated minefield vehicles 9 or mine clearance systems can be moved, whose ground pressures are to be determined. Based on the measured values obtained and on the basis of comparison values of real landmines, a statement can then be made as to whether or not a particular vehicle 9 or mine clearance system would have triggered a mine laid down in a certain soil type and depth.
  • soil types 8 for example gravel, sand, pebbles and soil depths.
  • the vehicle 9 or the mine clearance system which is often the only available on site, can apply the necessary ground pressure. From the measurement results of the real ground pressure of the concrete vehicle 9 can be determined, based on the comparative values of the required ground pressure known. Thus, by means of weighting, etc., the vehicles 9 can be designed so that they then apply the required ground pressure for triggering the landmine.
  • the measuring body 1, 10 can also be used in other technical fields, that is, wherever a ground pressure, in particular at depth, is to be measured. For example, this could affect not only agriculture but also civil engineering and pipe laying.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Measuring Fluid Pressure (AREA)
  • Force Measurement Appropriate To Specific Purposes (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Claims (9)

  1. Dispositif de mesure de la pression au sol en tenant compte du type de sol et/ou de la profondeur du sol, notamment pour l'enlèvement de mines enterrées, caractérisé par :
    - au moins un corps de mesure (1, 10) qui se trouve dans le sol, lequel est réalisé sous la forme et avec la taille d'une mine réelle et se compose d'un robuste boîtier (3) et d'au moins une plaque de compression (2, 12) disposée sur celui-ci,
    - des capteurs (4) qui sont reliés avec l'au moins une plaque de compression (2, 12) et qui mesurent la pression sur l'au moins une plaque de compression (2, 12) qui est provoquée lors du passage d'un véhicule (9) ou du système de déminage sur le corps de mesure (1, 10),
    - une unité d'interprétation (7) qui interprète les valeurs mesurées acquises par les capteurs (4) de manière à effectuer une comparaison avec les valeurs de mines réelles et d'obtenir à partir de celle-ci une information indiquant si le véhicule (9) ou le système de déminage qui est passé sur le corps de mesure (1, 10) aurait déclenché une mine déposée dans le type de sol et/ou à la profondeur de sol prédéfini.
  2. Dispositif selon la revendication 1, caractérisé en ce que des alourdissements peuvent être appliqués au véhicule (9) afin d'exercer la pression au sol nécessaire pour déclencher la mine.
  3. Dispositif selon la revendication 1 ou 2, caractérisé en ce que les capteurs (4) présentent des extensomètres à résistance après lesquels peut être branché un amplificateur de mesure (5).
  4. Dispositif selon la revendication 1 ou 2, caractérisé en ce qu'un système de mesure de course peut être intégré dans le système.
  5. Dispositif selon la revendication 1 ou 2, caractérisé en ce qu'un élément hydraulique y est intégré.
  6. Dispositif selon l'une des revendications 1 à 5, caractérisé en ce que le type de sol à prendre en compte peut être constitué de pierres concassées, de sable ou de gravier.
  7. Procédé de mesure de la pression au sol en tenant compte du type de sol et/ou de la profondeur du sol, notamment pour l'enlèvement de mines enterrées, caractérisé par les étapes suivantes :
    - introduction dans le sol d'au moins un corps de mesure (1, 10) dont la forme et la taille simulent une mine réelle.
    - passage sur le corps de mesure (1, 10) et sur l'au moins un plaque de compression (2, 12) qui se trouve sur celui-ci avec un véhicule (9) ou un système de déminage,
    - détection des pressions au sol par des capteurs (4) qui sont reliés avec l'au moins une plaque de compression (2, 12) et
    - interprétation des valeurs mesurées par une comparaison avec les valeurs de mines réelles, une information étant obtenue à partir de cette comparaison, laquelle indique si le véhicule (9) ou le système de déminage qui est passé sur le corps de mesure aurait déclenché une mine déposée dans le type de sol et/ou à la profondeur de sol prédéfini.
  8. Procédé selon la revendication 7, caractérisé en ce que la pression au sol réelle produite par le véhicule (9) concret peut être déterminée à partir des résultats de la mesure et la pression au sol nécessaire est connue grâce aux valeurs de comparaison.
  9. Procédé selon la revendication 7 ou 8, caractérisé en ce que le véhicule (9) ou le système de déminage peuvent être alourdis afin d'exercer la pression au sol nécessaire pour déclencher la mine.
EP06004308A 2005-05-11 2006-03-03 Dispositif de mesure de pression du sol et méthode d'utilisation. Not-in-force EP1722185B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102005021753A DE102005021753B4 (de) 2005-05-11 2005-05-11 Vorrichtung zur Bodendruckmessung sowie Verfahren zur Auswertung

Publications (2)

Publication Number Publication Date
EP1722185A1 EP1722185A1 (fr) 2006-11-15
EP1722185B1 true EP1722185B1 (fr) 2008-12-31

Family

ID=36790845

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06004308A Not-in-force EP1722185B1 (fr) 2005-05-11 2006-03-03 Dispositif de mesure de pression du sol et méthode d'utilisation.

Country Status (3)

Country Link
EP (1) EP1722185B1 (fr)
AT (1) ATE419505T1 (fr)
DE (2) DE102005021753B4 (fr)

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2496423A (en) * 1944-02-21 1950-02-07 William H Taylor Sweeper for land mines
DE1793130U (de) * 1959-03-10 1959-08-06 Josef Krzewitza Bodendruck-messdose.
DD122139A1 (fr) * 1975-10-10 1976-09-12
DE2633964C2 (de) * 1976-07-28 1983-09-22 Precitronic Gesellschaft für Feinmechanik und Electronic mbH, 2000 Hamburg Gefechts-Simulationseinrichtung
DE3433217A1 (de) * 1984-09-10 1986-03-20 Dr.Ing.H.C. F. Porsche Ag, 7000 Stuttgart Flaechenwirkendes geraet zum raeumen von oberflaechlich verlegten landminen
DE3433203A1 (de) * 1984-09-10 1986-03-20 Dr.Ing.H.C. F. Porsche Ag, 7000 Stuttgart Geraet zum raeumen von oberflaechlich verlegten landminen
GB8824314D0 (en) * 1988-10-18 1989-03-30 Aardvark Clear Mine Ltd Terrain clearance systems
US5074793A (en) 1990-07-30 1991-12-24 The United States Of America As Represented By The Secretary Of The Army Mine effects simulator system
DE4140068C1 (en) 1991-12-05 1992-07-30 Ant Nachrichtentechnik Gmbh, 7150 Backnang, De Road traffic vol. registering appts. - uses expansion measuring strips placed in parallel across road and connected to evaluation unit
SE514783C2 (sv) * 1999-08-05 2001-04-23 Leif Nyfelt Förfarande och arrangemang för att kunna träna/öva soldater och civila i att hantera, använda och förstå faran med antipersonella/stridsvagnsminor
DE10259436A1 (de) * 2002-12-19 2004-07-01 VÄTH, Wolfgang Gerät zum Räumen von Landminen

Also Published As

Publication number Publication date
DE102005021753A1 (de) 2006-11-23
EP1722185A1 (fr) 2006-11-15
DE102005021753B4 (de) 2007-10-31
DE502006002469D1 (de) 2009-02-12
ATE419505T1 (de) 2009-01-15

Similar Documents

Publication Publication Date Title
DE19704080C2 (de) Minensuchgerät
DE102013209459A1 (de) Verfahren und Vorrichtung zur Erkennung des Kontakts von Händen mit dem Lenkrad eines Kraftfahrzeugs
EP3099968A1 (fr) Racleur et disque pour racleur
Gabrieli et al. Comparison of two DEM strategies for modelling cortical meshes
EP1722185B1 (fr) Dispositif de mesure de pression du sol et méthode d'utilisation.
EP2645076B1 (fr) Procédé et dispositif de test d'un élément de construction plat relatif à la résistance à la pression
DE102012207391A1 (de) Werkzeugvorrichtung zum Einbringen von Stanznieten mit einer Prüfeinrichtung für die Stanzmatrize
EP1883565B1 (fr) Procede et dispositif de detection de la forme de roues sur rails
DE102015203925B4 (de) Wiegevorrichtung zur Ermittlung eines Gewichtes eines Fahrzeuges und Verfahren zur Gewichtsermittlung
DE102017110036A1 (de) Vorrichtung und Verfahren zum Detektieren einer mechanischen Lasteinwirkung
DE19629710C2 (de) Verfahren zum Untersuchen mechanischer Bodenwerte und Vorrichtung zum Durchführen des Verfahrens
EP3444433B1 (fr) Procédé de détermination de l'usure d'une tige d'un dispositif de forage de puits
WO2018100475A2 (fr) Procédé et dispositif de détection du poids d'une charge se déplaçant sur une balance
DE102012002359A1 (de) Verfahren und Vorrichtung zur Überprüfung der Funktion einer Messkette aus optischen Dehnungssensoren
DE10341585A1 (de) Verfahren und Vorrichtung zur Belastungsprüfung an einer Stützkonstruktion eines Bauwerkes, insbesondere eines Behälters
DE102020108963A1 (de) Inspektionsvorrichtung zur Inspektion von sich flächig erstreckenden metallischen Gegenständen
EP0474225B1 (fr) Procédé acoustique pour localiser des conduites souterraines
DE102019102303A1 (de) Verfahren zum Einmessen eines verteilten Vibrationssensors und Kalibrierungssystem
EP1795881A1 (fr) Procédé et dispositif à l'évaluation de l'état de fonctionnement d'un pneu de véhicule
EP0629861B1 (fr) Dispositif de mesure de la vitesse des véhicules terrestres
DE102005001068A1 (de) Verfahren und Vorrichtung zur Ermittlung der vertikalen Druckverteilung eines Körpers in dessen Kontaktfläche zur Oberfläche einer Sensorplatte
CN116680972B (zh) 一种测试评估软地面土壤力学参数的方法
EP1473557B1 (fr) Procédé et dispositif de contrôle de l'intégrité de pylônes ou autres structures verticales ancrées dans le sol
EP3037801B1 (fr) Procede et dispositif de determination de la force d'appui dynamique d'une roue
DE102021112608A1 (de) Vorrichtung zur Strukturüberwachung einer Oberfläche

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK YU

17P Request for examination filed

Effective date: 20070418

17Q First examination report despatched

Effective date: 20070529

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 502006002469

Country of ref document: DE

Date of ref document: 20090212

Kind code of ref document: P

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090411

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090601

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090331

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090430

BERE Be: lapsed

Owner name: RHEINMETALL LANDSYSTEME G.M.B.H.

Effective date: 20090331

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090331

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20091001

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090331

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090331

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090303

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090401

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100331

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100331

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090303

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090701

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081231

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20160321

Year of fee payment: 11

Ref country code: GB

Payment date: 20160321

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20160330

Year of fee payment: 11

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502006002469

Country of ref document: DE

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20170303

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20171130

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170331

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20171003

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170303