EP1793046B1 - Verbindungselement zwischen einem Mikropfahl und einer Vorschubvorrichtung und Testvorrichtung mit einem solchen Verbindungselement - Google Patents

Verbindungselement zwischen einem Mikropfahl und einer Vorschubvorrichtung und Testvorrichtung mit einem solchen Verbindungselement Download PDF

Info

Publication number
EP1793046B1
EP1793046B1 EP05292620A EP05292620A EP1793046B1 EP 1793046 B1 EP1793046 B1 EP 1793046B1 EP 05292620 A EP05292620 A EP 05292620A EP 05292620 A EP05292620 A EP 05292620A EP 1793046 B1 EP1793046 B1 EP 1793046B1
Authority
EP
European Patent Office
Prior art keywords
micropile
pile
claw
injection
tube
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
EP05292620A
Other languages
English (en)
French (fr)
Other versions
EP1793046A1 (de
Inventor
Jean-Marie Denis
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.)
Jean-Marie Renovation
Original Assignee
Jean-Marie Renovation
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 Jean-Marie Renovation filed Critical Jean-Marie Renovation
Publication of EP1793046A1 publication Critical patent/EP1793046A1/de
Application granted granted Critical
Publication of EP1793046B1 publication Critical patent/EP1793046B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00—Testing foundations or foundation structures

Definitions

  • the present invention relates to the technical field of foundation piles.
  • foundation refers to all the underground structures that make up the base and the stable base of a construction and distribute the loads of this construction on the natural ground or carry these loads on the natural ground or carry these loads on the ground. hard ground of sitting.
  • the drilled piles are made of reinforced concrete cast in place in a borehole. When the cohesion of the ground allows it, drilling is done without protection (simple bored pile).
  • a metal tube protects the bore (cased drilled pile) or a drilling mud is injected (pile drilled with mud). The drilling is done by auger or roto percussion.
  • the beaten or drilled piles can be of the high-pressure injected type, an injection system composed of cuffed tubes allowing the injection of a grout into the ground.
  • the invention relates more particularly to micropiles.
  • Micropiles are used for underpinning, soil reinforcement (stability of slopes or embankments and protection of underground structures during excavation work), and new foundations.
  • micropile technique was developed in 1952 by the company Fondelile under the direction of the Italian engineer Lizzi. These first piles were drilled and sealed to the ground by a mortar. These products have been used in Italy under the name of "piles piles".
  • micropiles are called minipiles, micropiles, root piles, needle batteries. They are called mikropfahl, verpresspfahle, wurzelphale in German.
  • a micropile is a pile having a diameter of less than 300 mm for the piles set. place without backflow from the ground (piles bored or molded in place), and less than 150 mm for the piles set up with backflow of the ground (dark piles, thrown or beaten).
  • the first table concerns micropiles drilled.
  • the second table concerns dark micropiles.
  • Drilling method Reinforcement type Injection method Type of grout options Rotary Drilling Rotor Drilling Clamshell Bucket or Valve Reinforcing cage Gravity injection, concreting Grout, mortar or concrete tubing One-pass injection with temporary casing Grout or concrete Supporting element Gravity injection Grout or mortar One-shot injection with temporary casing, carrier, or cuffed tube Grout or mortar Injection in several passes with a tube with cuffs grout Permanent tubing (with or without reinforcement cage) Gravity injection or concreting Grout, mortar or concrete Extended base Drilling with continuous hollow auger Reinforcing cage Concreting by the hollow stem of the auger Grout, mortar or concrete Type / Method Materials / Tubing Section / Frame of the micropile Option / Injection Prefabricated Reinforced concrete steel or cast iron Full or open tube, profiles Injection around the barrel Closed Tube Filling with grout, mortar or concrete with or without injection around the barrel Molded in
  • micropiles of foundation conventionally designate piles of modest cross-section, typically of diameter less than 250 mm, set up with tools of small, light and manageable dimensions, in particular for underpinning.
  • micropiles are conventionally bonded to the structure either by sealing with anti-shrink mortar, in the existing foundations, or by a distribution plate embedded in a reinforced concrete header.
  • Drilled micropiles are quite commonly used for undercuts in a small space, in the case of individual habitats in particular. Micropiles are also used in groups (set of vertical micropiles) or in networks (set of vertical and inclined micropiles) for soil reinforcement.
  • the document EP 0 954 645 on behalf of Target Fixings, describes a pile having a plurality of helical outer fins, substantially along the entire length of the pile, this pile having an outside diameter of at least 25 mm, at least one of the fins having a wedge-shaped cross section.
  • the pile is set up by hydraulic or pneumatic hammering, the blades of the pile causing its rotation in the ground, during threshing.
  • No binder injection is performed or possible during the setting up of the pile described in the document EP 0 954 645 this pile being solid, for example molded, or else hollow but closed and filled with a material such as resin, or polymeric material, before being placed in the ground.
  • the Applicant has developed micropiles with a central core, injectable or not, having found that the piles described in the document EP 0 954 645 did not achieve tearing strengths required in some applications.
  • micropiles of the plaintiff are set up by embedding elements of about a meter in length, these elements being cast aluminum.
  • the elements are assembled using a stainless steel dowel.
  • the geometry of the micropiles of the plaintiff is such that they screw themselves in the ground, under the effect of a hammer, without vibration, and this by compressing the surrounding ground.
  • micropile massive axial core gives the pile a high resistance to buckling, unlike for example the pile described in the document US 2,232,990 to 1943 .
  • the aim of the invention is to provide tools for laying and monitoring the resistance to pulling out micropiles.
  • the invention relates, in a first aspect, to a connecting member between a helical micropile and a driving tool or a test facility to tear, this member comprising a massive upper part and a part lower, said lower portion is provided with a reservation against the imprint of the shape of the upper part of the micropile.
  • the lower part of the connecting member is provided with an axial housing reservation of a micropile assembly pin.
  • the connecting member is made of cast aluminum.
  • the invention relates to a pull-out test installation of a helical micropile, comprising at least one connecting member as presented above, this installation comprising two substantially parallel flanges, secured by spacers, a device for pulling the micropile being secured to the upper flange and being mounted on the micropile head by said connecting member, this installation further comprising a claw for holding the micropile head, this claw conforming to the helical shape of the micropile and being provided with at least one projection abutting against an integral support of the two flanges, so as to stop the rotation of the micropile when measuring the tear resistance of this micropile.
  • the claw comprises two half claws mounted articulated together.
  • the claw is made of bronze.
  • the connecting member 1 is a solid body comprising an upper portion 2 for mounting a striking tool (not shown) and a lower portion 3 provided with a reservation 4. This reservation is against the imprint (or mold in hollow) of the upper part of the micropile.
  • the striking tool is for example a pneumatic hammer, or a roto percussion tool.
  • the striking tool is advantageously manual.
  • This member 1 is in the general form of a body of revolution, whose axis of revolution substantially corresponds to the axis of slenderness and driving of the pile.
  • the upper part of the member 1 is also provided with an axial reservation 1c, this reservation receiving the threaded bolts connecting the pile sections together.
  • the axial reservation is, of course, open at the bottom of the reservation 4.
  • the connecting member 1 is made of metal alloy such as steel, the reservation 4 being obtained by electroerosion.
  • the member 1, called bell in the terminology of the applicant, is made of 35NCD16 steel.
  • the member 1 is made of cast aluminum.
  • the dimensions of this body are as follows: height 300 mm, diameter 140 mm.
  • the height of the reservation 4 is, as an indication, 80 mm, the diameter of the through hole being 20 mm.
  • the upper end face 6 of the member 1 is curved.
  • the radius of curvature of this upper face is about 72 mm.
  • the pile 10 shown on this figure 2 comprises an upper end portion 11 with a helical shape adapted and shaped to be housed, to the functional clearance near, in the reservation 4 of the body 1.
  • the pile 10 has a lower portion 12.
  • this lower portion 12 is smooth and cylindrical.
  • the upper part of the pile extends over a height of 300 mm, the lower part extending over a height of 1000 mm, the diameter of the lower part being 40 mm, for the piles of 52 and 65 mm for the piles of 84, ie piles whose diameter is inscribed in a circle of 100 mm.
  • the pile is provided with an axial thread 14 at both ends.
  • the pile is made of cast aluminum type AS7GY20.
  • these two flanges are substantially planar and parallel to each other.
  • the lower flange 23 rests on the ground 24.
  • Rigid bars 25, 26, 27, substantially parallel, extend substantially perpendicularly to the two flanges 22, 23 and between these two flanges, and connect them.
  • the flanges, or plates 22, 23 are made of steel, for example NCD 16, the bars 25, 26, 27 forming spacers being welded to the flanges 22, 23.
  • the lower flange 23 is provided with a through hole of the micropile head.
  • a jack 30, hydraulic or pneumatic (or any other similar member) exerts a pulling force on the head of the micropile.
  • This jack comprises a shoe 31 mounted on the upper plate flange 22.
  • This shoe 31 is mounted transversely to the rod 32 of the cylinder 30.
  • the body 33 of the cylinder 30 has a projection 34, extending radially relative to the rod 32.
  • This projection 34 is housed in support in the upper part of a shaft 35.
  • the shaft 35 is secured to the head of the micropile, and in a removable manner.
  • the tree is provided with a reservation similar to that referenced 4 in figure 1 .
  • the claw 21 is mounted between the flanges 22, 23. This claw 21 is provided with projections 40 bearing against at least one rigid bar 40a, these rigid bars 41 being substantially parallel to the struts 25, 26, 27 and disposed near the micropile head.
  • the claw 21 defines an opening whose shape corresponds to the outer contour of the micropile helical head.
  • Each half claw is provided with at least one through hole of a locking screw 47, 48 bearing against the micropile head.
  • the claw is bronze, type CUSN12Y20.
  • the invention finds particular application in the depression and the control of the tear resistance of a micropile axially central core and comprising three helical protrusions, the projections being in particular substantially identical and equidistant, and for example of section transverse wedge.

Landscapes

  • Engineering & Computer Science (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)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Earth Drilling (AREA)
  • Accommodation For Nursing Or Treatment Tables (AREA)
  • Walking Sticks, Umbrellas, And Fans (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Finger-Pressure Massage (AREA)
  • Container, Conveyance, Adherence, Positioning, Of Wafer (AREA)

Claims (7)

  1. Verbindungsorgan zwischen einem schraubenlinienförmigen Mikropfahl und einem Eintreibwerkzeug oder einer Anlage zum Testen mit Herausziehen; wobei dieses Organ (1) einen massiven oberen Teil (2) und einen unteren Teil (3) enthält, dadurch gekennzeichnet, dass der untere Teil (3) mit einem Aufnahmeraum (4) in Gegenprägung der Form des oberen Teils (2) des Mikropfahls versehen ist, wobei das Verbindungsorgan die allgemeine Form eines rotationssymmetrischen Körpers hat, dessen Drehachse im Wesentlichen der Schlankheits- und Eintreibachse des Pfahls entspricht.
  2. Organ nach Anspruch 1, dadurch gekennzeichnet, dass sein unterer Teil (3) mit einem axialen Aufnahmeraum (1c) für einen Montagestift des Mikropfahls versehen ist.
  3. Organ nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass der axiale Aufnahmeraum (1c) und der Aufnahmeraum in Gegenprägung (4) durch Elektroerosion gebildet sind.
  4. Organ nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass es aus Stahl, insbesondere aus Nickel-Chrom-Molybdän Stahl, genauer 35NCD16, oder aus Aluminiumguss hergestellt ist.
  5. Anlage zum Testen mit Herausziehen eines schraubenlinienförmigen Mikropfahls, die wenigstens ein Verbindungsorgan (1) nach einem der vorhergehenden Ansprüche besitzt, dadurch gekennzeichnet, dass sie zwei im Wesentlichen parallele Flansche (22, 23) enthält, die durch Abstandshalter (25, 26, 27) verbunden sind, wobei eine Zugvorrichtung (30) des Mikropfahls mit dem oberen Flansch (22) verbunden ist und am Kopf des Mikropfahls durch das Verbindungsorgan (1) montiert ist, wobei diese Anlage außerdem einen Haltegriff (21) des Kopfes des Mikropfahls aufweist, wobei sich dieser Griff (21) an die Schraubenlinienform des Mikropfahls anschmiegt und mit wenigstens einem Vorsprung versehen ist, der an einem mit den zwei Flanschen (22, 23) verbundenen Anschlag anliegt, derart, dass die Drehung des Mikropfahls angehalten wird, wenn der Widerstand beim Herausziehen dieses Mikropfahls gemessen wird.
  6. Anlage nach Anspruch 5, dadurch gekennzeichnet, dass der Griff (21) zwei Halbgriffe (41, 42) aufweist, die gelenkig aneinander montiert sind.
  7. Anlage nach Anspruch 5 oder 6, dadurch gekennzeichnet, dass der Griff (21) aus Bronze hergestellt ist.
EP05292620A 2005-10-18 2005-12-08 Verbindungselement zwischen einem Mikropfahl und einer Vorschubvorrichtung und Testvorrichtung mit einem solchen Verbindungselement Not-in-force EP1793046B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0510612A FR2892135B1 (fr) 2005-10-18 2005-10-18 Organe de liaison entre un micropieu et un outil d'enfoncement, installation de test a l'arrachement comprenant un tel organe

Publications (2)

Publication Number Publication Date
EP1793046A1 EP1793046A1 (de) 2007-06-06
EP1793046B1 true EP1793046B1 (de) 2010-06-02

Family

ID=36898161

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05292620A Not-in-force EP1793046B1 (de) 2005-10-18 2005-12-08 Verbindungselement zwischen einem Mikropfahl und einer Vorschubvorrichtung und Testvorrichtung mit einem solchen Verbindungselement

Country Status (4)

Country Link
EP (1) EP1793046B1 (de)
AT (1) ATE470022T1 (de)
DE (1) DE602005021658D1 (de)
FR (1) FR2892135B1 (de)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3021678B1 (fr) * 2014-05-30 2016-06-03 Sol Solution Procede et dispositif de determination de la capacite portante d'un micropieu
CN106337446B (zh) * 2016-09-27 2017-08-11 石家庄铁道大学 一种桩基抗拔室内试验装置及其实验方法
CN109667291A (zh) * 2018-12-24 2019-04-23 侯伯贵 建筑基桩与向上拉横粱之间的拉力反拔连接装置
CN111962571B (zh) * 2020-07-13 2022-04-15 广东省建设工程质量安全检测总站有限公司 一种基桩抗拔承载力的动力测试分析方法
CN113417325B (zh) * 2021-07-30 2022-07-29 中国水利水电第四工程局有限公司 一种盾构下穿桥梁桩基托换试验装置及实验方法
CN114086610B (zh) * 2021-10-29 2023-06-23 浙江科技学院 桩自平衡测试中防止上段桩顶出的装置及方法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2232990A (en) 1938-07-15 1941-02-25 Eastman Kodak Co Preparation of oxycellulose
DE3617025A1 (de) * 1986-05-21 1987-11-26 Delmag Maschinenfabrik Vorgefertigter betonpfahl sowie verfahren und vorrichtung zu seinem einbringen ins erdreich
JPH1018797A (ja) * 1996-07-08 1998-01-20 Tokyu Constr Co Ltd 異形棒材の打設用治具
DE69810077T2 (de) * 1997-01-14 2003-09-25 Target Fixings Ltd Pfahl und verfahren zum einrammen des pfahls
US6363776B1 (en) * 1999-11-12 2002-04-02 Gary L. Reinert, Sr. Pile testing reaction anchor apparatus and method

Also Published As

Publication number Publication date
EP1793046A1 (de) 2007-06-06
FR2892135B1 (fr) 2009-05-29
FR2892135A1 (fr) 2007-04-20
ATE470022T1 (de) 2010-06-15
DE602005021658D1 (de) 2010-07-15

Similar Documents

Publication Publication Date Title
EP1793046B1 (de) Verbindungselement zwischen einem Mikropfahl und einer Vorschubvorrichtung und Testvorrichtung mit einem solchen Verbindungselement
US10982403B2 (en) Pile coupling for helical pile/torqued in pile
US8926228B2 (en) Auger grouted displacement pile
US6264402B1 (en) Method and apparatus for forming piles in place
US20100054864A1 (en) Auger grouted displacement pile
EP0747537B1 (de) Verdrängungsbohrer und Herstellungsverfahren eines Bodenschraubpfahles
US7494299B1 (en) Piling apparatus having rotary drive
FR2516958A1 (fr) Dispositif pour confection par moulage de pieux creux et procede de confection de tels pieux en utilisant ce dispositif
EP1793045A1 (de) Kralle zur Befestigung an dem Kopf eines Mikropfahls und Zugtestvorrichtung mit einer solchen Kralle
FR2704575A1 (fr) Procédé pour ancrer un poteau dans le sol, dispositif pour la mise en Óoeuvre de ce procédé, et massif d'ancrage de poteau réalisé pour la mise en Óoeuvre de ce procédé et/ou de ce dispositif.
EP1882780A1 (de) Vorrichtung zur Messung des Widerstands eines Wurzelpfahls
KR101238124B1 (ko) 로타리 파일 및 그 시공 방법
FR2849878A1 (fr) Micropieu injectable visse autoforant
AU2015349623A1 (en) Construction screw pile
EP1985765A1 (de) Vorrichtung und Verfahren zur Einbringung von einem schneckenförmigen Wurzelpfahl in ein Fundament
FR2894603A1 (fr) Goujon d'assemblage de micropieux et micropieux comprenant de tels goujons
EP1798425B1 (de) Verbindungsdübel für Mikropfähle und Mikropfähle mit einem solchen Dübel
EP1798343A1 (de) Einrichtung zur Erregung der Drehbewegung eines Elementes zur Verbindung eines Schlagwerkzeugs mit einem Mikropfahl und Anordnung enthaltend ein Verbindungselement und eine derartige Einrichtung
AU2016100944B4 (en) Construction Screw Pile
FR2895000A1 (fr) Dispositif d'aide a la rotation d'un organe de liaison entre un outil de frappe et un micropieu. ensemble comprenant un organe de liaison et un tel dispositif
FR2506383A1 (fr) Outil pour le sondage de sols macroporeux compressibles et procede de sondage utilisant ledit outil
EP2513378B1 (de) Bodenanker
KR100481149B1 (ko) 콘크리트주입박관말뚝(Concrete Filled Thin Tube Pile, CFTTP) 공법
EP3205775B1 (de) Bohrverfahren
KR101385883B1 (ko) 다단 그라우팅 고결층 갖기 위한 로타리 파일 및 그 시공 방법

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: 20070723

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

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: FRENCH

REF Corresponds to:

Ref document number: 602005021658

Country of ref document: DE

Date of ref document: 20100715

Kind code of ref document: P

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20100602

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: 20100602

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: 20100602

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20100602

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20100602

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: 20100602

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: 20100602

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: 20100602

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: 20100602

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: 20100903

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: 20100602

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: 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: 20100602

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: 20100602

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: 20100602

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: 20100602

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: 20101002

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: 20101004

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: 20100602

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: 20100602

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: 20100602

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: 20100602

26N No opposition filed

Effective date: 20110303

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602005021658

Country of ref document: DE

Effective date: 20110302

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: 20101231

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: 20101203

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: 20100602

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: 20100602

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

Ref country code: LU

Payment date: 20121126

Year of fee payment: 8

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

Ref country code: CH

Payment date: 20121123

Year of fee payment: 8

Ref country code: DE

Payment date: 20121122

Year of fee payment: 8

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

Ref country code: BE

Payment date: 20121122

Year of fee payment: 8

Ref country code: GB

Payment date: 20121122

Year of fee payment: 8

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: 20100902

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

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: 20100913

BERE Be: lapsed

Owner name: JEAN-MARIE RENOVATION

Effective date: 20131231

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602005021658

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20131208

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: 20131208

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602005021658

Country of ref document: DE

Effective date: 20140701

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

Ref country code: DE

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

Effective date: 20140701

Ref country code: BE

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

Effective date: 20131231

Ref country code: CH

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

Effective date: 20131231

Ref country code: LI

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

Effective date: 20131231

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: 20131208

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: FR

Ref legal event code: PLFP

Year of fee payment: 12

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

Ref country code: FR

Payment date: 20161206

Year of fee payment: 12

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20180831

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: 20180102