EP1553230B1 - Méthode pour remettre en état des murs de soutènement - Google Patents

Méthode pour remettre en état des murs de soutènement Download PDF

Info

Publication number
EP1553230B1
EP1553230B1 EP20050000226 EP05000226A EP1553230B1 EP 1553230 B1 EP1553230 B1 EP 1553230B1 EP 20050000226 EP20050000226 EP 20050000226 EP 05000226 A EP05000226 A EP 05000226A EP 1553230 B1 EP1553230 B1 EP 1553230B1
Authority
EP
European Patent Office
Prior art keywords
shaft
wall
load
soil
formwork
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.)
Expired - Lifetime
Application number
EP20050000226
Other languages
German (de)
English (en)
Other versions
EP1553230A2 (fr
EP1553230A3 (fr
Inventor
Kurt G. Ross
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.)
Bau-Sanierungstechnik GmbH
Original Assignee
Bau-Sanierungstechnik 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 Bau-Sanierungstechnik GmbH filed Critical Bau-Sanierungstechnik GmbH
Publication of EP1553230A2 publication Critical patent/EP1553230A2/fr
Publication of EP1553230A3 publication Critical patent/EP1553230A3/fr
Application granted granted Critical
Publication of EP1553230B1 publication Critical patent/EP1553230B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D37/00—Repair of damaged foundations or foundation structures

Definitions

  • the invention relates to a method for intercepting retaining walls with pending soil behind by subsequent attachment of load distribution bodies, wherein on the wall rear side generated in lateral intervals cavities and are precipitated with the load distribution body forming material.
  • EP 0 272 473 B1 are flushed through horizontal holes through the retaining wall at the back of the wall by high pressure water flushing cavities, which are filled with cementitious material and form load distribution body in the form of pillar reserves.
  • high pressure water flushing cavities which are filled with cementitious material and form load distribution body in the form of pillar reserves.
  • the object of the invention is therefore to provide a method of the type mentioned in such a way that under Utilization of often limited access options behind the back of the wall load distribution body can be made, which are also statically verifiable.
  • the load distribution bodies formed on the rear side of the wall at a distance from one another in particular absorb the earth pressure of the soil lying behind, in particular by vaulting, thus relieving the retaining wall.
  • On the back of the wall load distribution body are generated with predetermined dimensions and testable quality, wherein at the earth's surface only a very small, essentially predetermined by the floor plan dimensions of the load distribution body space is required, which is sufficient for the suction.
  • load distribution bodies are preferably enabled by the earth pressure to be anchored in the ground by essentially horizontal ground anchors introduced from the front of the wall on the principle of self-supporting earth nailing. This can also load distribution body of small dimensions for Recording high forces are used in statically verifiable and verifiable form.
  • the load distribution bodies are formed by setting material and the ground anchors are after the setting of the material introduced by preferably horizontal holes from the front wall of the front.
  • the method is also suitable to form pillar reserves as a load distribution body, which are preferably non-positively connected to the retaining wall and enable them to absorb the earth pressure on the heavy weight principle in a statically verifiable manner.
  • a region of each cavity created by aspiration above the load distribution body can be filled with earth material, preferably again with the previously extracted earth material.
  • the shaft walls are secured by a shaft wall formwork. This allows the process to be used even on difficult, non-cohesive soils.
  • the shaft walls can be secured by a shaft wall formwork entrained during sinking, in which case the shaft wall formwork is pulled out of the shaft during the concreting process and the material forming the load distribution body is introduced.
  • the shaft wall formwork for example, consist of releasably connected formwork segments.
  • the drawback associated with the method of extracting soil material is that the walls of the created cavity are irregular, and that at greater depths and / or loose soil there is a risk of loose soil falling into the cavity, becomes easy in difficult, non-cohesive soils overcome by the use of the continuously entrained shaft wall formwork, which are pulled out when filling the cavity again.
  • the shaft wall formwork is formed by a series of injections, through which a support liquid is pressed into the soil. In this way, even in cohesion-less, non-cohesive soils a fuse of the shaft is achieved without the need for separate formwork elements should be used.
  • a cavity 4 is produced directly on the rear side 1 of a retaining wall 2 to be rehabilitated in the soil 3 present behind it.
  • a shaft 6 is sunk.
  • a separator 10 is arranged, which separates the subsidized earth material from the suction air stream.
  • the cavity 4 is filled with setting, preferably cementitious material after the suction lance 7 has been pulled out. Since the excavation cross-section is so small that sets a vaulting effect in the soil and a collapse is not to be feared, a formwork is not required for cohesive soils.
  • ground anchor 17 After setting of the load distribution body 14 forming material ground anchor 17 are introduced through bores 16 from the front wall front, which anchor the load distribution body 14 in the ground 3.
  • the load distribution body 14 largely absorb the earth pressure and carry it off into the upcoming soil 3, so that the retaining wall 2 to be rehabilitated is relieved.
  • the individual, arranged in lateral intervals load distribution body 14 are designed with relatively small width and depth, for example in the dimensions of 30 x 30 cm. At the earth's surface 5, the space requirement for producing the cavities 4 is barely greater than this plan of the respective load distribution body 14.
  • the in the Fig. 4 and 5 illustrated variant of the method differs from the previously described variant only in that when sinking the shaft in cohesionless, non-cohesive soil a shaft wall formwork 11 is carried.
  • the walls of the shaft 6 produced in this way are secured by the shaft wall formwork 11 carried along during the lowering, which consists of a plurality of shuttering segments 12 which are detachably connected to one another.
  • the formwork segments are connected by only schematically indicated connecting elements 13 tension and pressure resistant together and preferably form box elements.
  • the formwork segments 12 in plan are rectangular box elements and made of sheet metal.
  • the shuttering segments can also be in plan U-shaped box elements and be open to the rear wall 1 back.
  • a modified advantageous embodiment of the method is based on the Fig. 6 to 8 explained.
  • Serving to secure the shaft to be excavated shaft wall formwork is hereby formed by a series of injections.
  • several vertical injection bores 18 are performed around the manhole to be produced, through which a environmentally friendly supporting liquid, preferably a hydraulically setting material, for example cement material, is pressed.
  • the supporting fluid penetrates into an in each case Fig. 6 indicated by dashed lines surrounding area 19 of each bore 18 and causes by setting a solidification of the loose soil in this area 19th
  • the load distribution body 14 can be anchored in the ground 3 by one or more Erdvernagelept 17 introduced from the wall front side.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Claims (9)

  1. Procédé pour étayer des murs de soutènement avec la masse de terre située derrière eux, par apport ultérieur de corps de répartition de charge, des cavités étant produites sur la face postérieure du mur à intervalles latéraux, et étant remplies avec le matériau formant les corps de répartition de charge, un puits (6) étant foré directement contre la face postérieure du mur (1) à partir de la surface de la terre (5) par aspiration de la terre en vue de former chaque cavité (4), seul un très faible espace prédéfini essentiellement par les dimensions en plan des corps de répartition de charge (14) étant nécessaire au niveau de la surface de la terre (5), lequel suffit pour l'opération d'aspiration, et le matériau formant le corps de répartition de charge (14) étant introduit dans le puits (6).
  2. Procédé selon la revendication 1, caractérisé en ce que les corps de répartition de charge (14) sont ancrés dans la terre (3) par des clous de sol (17) introduits depuis la face antérieure du mur.
  3. Procédé selon la revendication 2, caractérisé en ce que les corps de répartition de charge (14) sont formés par un matériau de prise et en ce que les clous de sol (17), après la prise du matériau formant les corps de répartition de charge (14), sont introduits à travers des alésages (16) depuis la face antérieure du mur.
  4. Procédé selon la revendication 2, caractérisé en ce que les corps de répartition de charge forment des renforts à pilier du mur de soutènement (2).
  5. Procédé selon la revendication 1, caractérisé en ce qu'une région (15) de chaque puits (6) subsistant au-dessus du corps de répartition de charge (14) est remplie de terre.
  6. Procédé selon la revendication 1, caractérisé en ce que les parois du puits sont fixées par un coffrage de puits.
  7. Procédé selon la revendication 1, caractérisé en ce que les parois du puits sont fixées par un coffrage de puits (11) entraîné lors du forage, et en ce que le coffrage de puits (11) est ressorti du puits (6) et le matériau formant le corps de répartition de charge (14) est introduit.
  8. Procédé selon la revendication 7, caractérisé en ce que le coffrage de puits (11) se compose de segments de coffrage (12) connectés de manière détachable les uns aux autres.
  9. Procédé selon la revendication 1, caractérisé en ce que le coffrage de puits est formé par une série d'injections par le biais desquelles un liquide de soutènement est introduit dans la terre.
EP20050000226 2004-01-10 2005-01-07 Méthode pour remettre en état des murs de soutènement Expired - Lifetime EP1553230B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200410001559 DE102004001559B4 (de) 2004-01-10 2004-01-10 Verfahren zum Abfangen von Stützmauern
DE102004001559 2004-01-10

Publications (3)

Publication Number Publication Date
EP1553230A2 EP1553230A2 (fr) 2005-07-13
EP1553230A3 EP1553230A3 (fr) 2006-02-08
EP1553230B1 true EP1553230B1 (fr) 2014-12-10

Family

ID=34585386

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20050000226 Expired - Lifetime EP1553230B1 (fr) 2004-01-10 2005-01-07 Méthode pour remettre en état des murs de soutènement

Country Status (2)

Country Link
EP (1) EP1553230B1 (fr)
DE (1) DE102004001559B4 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2969672B1 (fr) * 2010-12-24 2014-02-07 Soletanche Freyssinet Procede de renforcement de la resistance au renversement des fondations d'un pylone

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT217676B (de) * 1959-03-27 1961-10-10 Hans Dipl Ing Martin Verfahren zur Instandsetzung von bodenmechanisch beanspruchten Stützmauern, Gewölben u. dgl.
DE3408461A1 (de) * 1984-03-08 1985-09-19 Kurt G. Dipl.-Ing. 6100 Darmstadt Ross Verfahren zur sanierung von stuetzmauern
US4776731A (en) * 1986-11-26 1988-10-11 Briggs Technology, Inc. Method and apparatus for conveying solids using a high velocity vacuum
DE3644399A1 (de) * 1986-12-24 1988-07-07 Ross Kurt G Verfahren zum abfangen von stuetzmauern
DE3716100A1 (de) * 1987-05-14 1988-12-01 Ross Kurt G Verfahren zur sicherung von stuetzmauern
NL194007C (nl) * 1992-07-27 2001-04-03 Aannemingsbedrijf Cultuurweg B Monoliet damwandstabilisering.
DE19520692A1 (de) * 1995-06-07 1997-01-16 Johann Katz Bautenschutz Mauer Verfahren zum Herstellen einer Vertikalsperre gegen Wasser und Feuchtigkeit an der Außenfläche einer Gebäudegrundmauer sowie Vorrichtung zur Verwendung bei diesem Verfahren

Also Published As

Publication number Publication date
EP1553230A2 (fr) 2005-07-13
DE102004001559A1 (de) 2005-08-04
DE102004001559B4 (de) 2014-07-03
EP1553230A3 (fr) 2006-02-08

Similar Documents

Publication Publication Date Title
DE69635549T2 (de) Verfahren und vorrichtung zur errichtung von endlosen unterirdischen mauern
DE3710822A1 (de) Tiefbauwerk in grundwasserfuehrendem erdreich
DE60002318T2 (de) Verfahren zur bildung eines wasserdichtes und die kriechgrenze steigernden abschnittes
DE102007003085B4 (de) Verfahren zur Herstellung einer Dichtwand mit optimierten Betonfertigteilen
DE3638664A1 (de) Verfahren zum herstellen einer spundwand
DE2917994C2 (de) Verfahren zur Herstellung einer Baugrubenverbau- oder Stützwand aus Stahlbeton für Geländeeinschnitte
EP0272473B1 (fr) Procédé pour étayer les murs de soutènement
CH585823A5 (en) Concrete foundation for waterlogged ground - uses preliminary foundation walls and extending baseplate to form trough
DE102004001559B4 (de) Verfahren zum Abfangen von Stützmauern
EP0333639B1 (fr) Méthode pour construire une paroi de palplanches
DE69316908T2 (de) Polderprinzip und -verfahren unter verwendung von schutzwänden
DE102018119213B4 (de) Verfahren zur Herstellung eines Bauwerks
DE102004040191B4 (de) Verfahren zur Herstellung von Führungselementen
AT523783B1 (de) Verkleidung für eine Wandschale und Verfahren zur Herstellung
DE3716750A1 (de) Verfahren zum herstellen und niederbringen von gruendungsbauwerken
DE4302986C2 (de) Verfahren zur Herstellung eines Bauwerks in Deckelbauweise mit Stahlbetonfertigteil-Pfählen
DE206878C (fr)
DE3335072C2 (de) Ufereinfassungswand
CH492835A (de) Verfahren zur Herstellung von Senkbrunnen, Senkkästen oder von Schächten
DE2942428A1 (de) Verfahren zum ausbau von hafenanlagen o.dgl.
DE3201601A1 (de) Verfahren zum einbringen von spundwaenden o.dgl. in erdreich durch spuelung sowie bauelement zur durchfuehrung des verfahrens.
EP1964978B1 (fr) Procédé d'établissement d'une installation de quai et installation de quai
DE711114C (de) Verfahren zur Herstellung von im Gundwasser oder im offenen Wasser liegenden Bauwerken in aufgeloester Bauweise
DE102010000589B4 (de) Verfahren und Einrichtung zum Erstellen einer Spundwand
DE102023119635A1 (de) Stützwandkonstruktion, insbesondere zur Befestigung einer Böschung oder dergleichen, sowie Verfahren zu deren Herstellung

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: A2

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

AX Request for extension of the european patent

Extension state: AL BA HR LV MK YU

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

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

AX Request for extension of the european patent

Extension state: AL BA HR LV MK YU

RIC1 Information provided on ipc code assigned before grant

Ipc: E02D 29/02 20060101ALI20051221BHEP

Ipc: E02D 37/00 20060101AFI20050314BHEP

17P Request for examination filed

Effective date: 20060419

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 MC NL PL PT RO SE SI SK TR

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: BAU-SANIERUNGSTECHNIK GMBH

RIN1 Information on inventor provided before grant (corrected)

Inventor name: ROSS, KURT G.

17Q First examination report despatched

Effective date: 20110202

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

INTG Intention to grant announced

Effective date: 20140909

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 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

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 700739

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150115

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502005014615

Country of ref document: DE

Effective date: 20150122

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 11

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20141210

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20141210

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

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: 20141210

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: 20141210

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: 20141210

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

Ref country code: MC

Payment date: 20150128

Year of fee payment: 11

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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: 20150311

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: 20141210

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

Ref country code: FR

Payment date: 20150129

Year of fee payment: 11

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

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: 20141210

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

Ref country code: BE

Payment date: 20150119

Year of fee payment: 11

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: 20141210

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: 20141210

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: 20141210

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: 20141210

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: 20150410

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

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: 20141210

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: 20150410

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502005014615

Country of ref document: DE

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

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

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: 20141210

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

26N No opposition filed

Effective date: 20150911

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

Effective date: 20150310

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: 20141210

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: 20150310

Ref country code: IE

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

Effective date: 20150107

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

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: 20141210

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: 20160131

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

Ref country code: MC

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

Effective date: 20160201

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20160930

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: 20160201

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: 20141210

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; INVALID AB INITIO

Effective date: 20050107

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: 20141210

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: 20141210

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

Ref country code: AT

Payment date: 20210129

Year of fee payment: 17

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 700739

Country of ref document: AT

Kind code of ref document: T

Effective date: 20220107

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: 20220107

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

Ref country code: LU

Payment date: 20240122

Year of fee payment: 20

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

Ref country code: DE

Payment date: 20231106

Year of fee payment: 20

Ref country code: CH

Payment date: 20240202

Year of fee payment: 20

REG Reference to a national code

Ref country code: DE

Ref legal event code: R071

Ref document number: 502005014615

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL