EP1555100A1 - Verfahren zur Herstellung von Hohlraumplatten aus Spannbeton und daraus hergestellten Hohlraumplatten - Google Patents

Verfahren zur Herstellung von Hohlraumplatten aus Spannbeton und daraus hergestellten Hohlraumplatten Download PDF

Info

Publication number
EP1555100A1
EP1555100A1 EP20050300033 EP05300033A EP1555100A1 EP 1555100 A1 EP1555100 A1 EP 1555100A1 EP 20050300033 EP20050300033 EP 20050300033 EP 05300033 A EP05300033 A EP 05300033A EP 1555100 A1 EP1555100 A1 EP 1555100A1
Authority
EP
European Patent Office
Prior art keywords
lifting
concrete
handling
loops
strands
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.)
Granted
Application number
EP20050300033
Other languages
English (en)
French (fr)
Other versions
EP1555100B1 (de
Inventor
Adel Jabbour
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.)
Groupe Soprel
Original Assignee
Soprel
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 Soprel filed Critical Soprel
Publication of EP1555100A1 publication Critical patent/EP1555100A1/de
Application granted granted Critical
Publication of EP1555100B1 publication Critical patent/EP1555100B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/0062—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects forcing the elements into the cast material, e.g. hooks into cast concrete
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/005—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects with anchoring or fastening elements for the shaped articles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/142—Means in or on the elements for connecting same to handling apparatus
    • E04G21/145—Means in or on the elements for connecting same to handling apparatus specific for hollow plates

Definitions

  • the present invention relates to a method of manufacture of a series of hollow concrete slabs prestressed by irons or strands longitudinal reinforcement placed between the cells at the bottom slabs, on a prestressed bench of great length and predetermined width.
  • Such slabs have the advantage of being cast not on construction sites but in factories before being transported and delivered as a rule by truck; as a result, their manufacture is not dependent possible weather.
  • These slabs usually have a standard width approximately 1.20 m and a variable length adapted to the range, reach up to 20 meters, and have at their inner part from 5 to 11 longitudinal cells. They are manufactured on prestressing benches of great length (of the order of 150 m) and having a corresponding width slabs by a largely automated process.
  • sliding formwork which moves continuously along the prestressing bench.
  • the hollow core slabs in prestressed concrete sets up the reinforcing strands parallel to one another, one individually puts them in tension as a rule using jacks, then the concrete is poured on heights which can vary between about 12 and 40 cm using the sliding form casting device that moves continuously along the prestressing bench, the slabs are cut to length desired, and after the setting of the concrete, the strands are cut to put the latter in prestressing.
  • the first of these methods consists in suspending the hook crane a large metal beam called rudder equipped at its ends pliers to grab a slab.
  • the second lifting process consists of hanging on the hook of the crane a four-legged sling whose ends are respectively introduced into four through-holes provided for this purpose effect at the four corners of the slabs.
  • Two metal bars respectively threaded at the ends of two associated strands, below the slabs allow the maintenance of these.
  • Such a method has the disadvantage of requiring drilling on the slabs of four through holes to be then closed.
  • the object of the invention is to remedy the disadvantages known lifting methods of hollow core slabs prestressed concrete.
  • the idea behind the invention was to incorporate these slabs lifting and handling devices allowing seize them by means of a crane, during their manufacturing process by pouring concrete.
  • brackets from lifting to conventional reinforced concrete slabs during their process Manufacturing.
  • lifting and handling devices adapted to such slabs must meet particular constraints; in particular, during the manufacture of the slabs by means of casting devices slipforms, these bodies must be able to pass between the hooves vibrators and profiled cores.
  • the invention relates to a manufacturing process a series of prestressed concrete hollow core slabs of the type mentioned above using a slip-form casting device, characterized in that upstream of the casting device of the concrete in the direction of movement of this device is twisted by torsion, on two strands preferably located essentially symmetrically with respect to to the median longitudinal axis of the prestressing bench at locations corresponding to the corners of the slabs, a series of lifting loops and handling each constituted by a bent metal rod comprising on the one hand at its central part a median bend defining a gripping ring plane intended to protrude at the top of the slab, and on the other hand at its respective ends lateral bends extending substantially symmetrically on both sides of the bend median and defining positioning tabs supported by the pretensioning bench as well as fixing brackets essentially in U-shape located in a plane substantially perpendicular to the plane of the gripping ring and allowing the torsion clipping of the buckle lifting and handling along the associated strand
  • the fixing of the lifting and handling on the associated strands can be carried out manually or to be automated.
  • Such clearance can be achieved by digging concrete around these ends after the casting step, when the concrete is still fresh.
  • the slabs are equipped to their four corners of lifting and handling loops including bending median is flush with its top end to the concrete surface.
  • slabs can thus be grasped by a lifting device with a four-legged sling suspended from the hook of a crane.
  • the lifting and handling loops are usually fixed on the two penultimate strands from lateral edges of the slabs.
  • the invention also relates to a cellular slab in prestressed concrete by longitudinal iron or longitudinal reinforcing wire in place between the cells, at the bottom of the slab.
  • Such a slab is characterized in that it is equipped with level of its four corners a fixed lifting and handling loop on an associated strand and constituted by a bent metal rod comprising on the one hand at its central part a median bend defining a gripping ring plane protruding at the top of the slab, this gripping ring and the associated strand being essentially coplanar, and on the other hand at its respective ends lateral bends extending essentially symmetrically on both sides of the median bend and defining positioning tabs allowing the precise placement of the lifting and handling loop on the bench of prestressing on which is poured the concrete, before this casting, as well as essentially U-shaped mounting brackets located in a plane essentially perpendicular to the plane of the gripping ring and allowing the torsion clipping of the lifting and handling loop along the associated reinforcing strand, on both sides of this strand.
  • such a slab can be obtained by placing of the aforementioned method or by a different method.
  • this diameter is less than 14 mm, and preferably between 8 and 12 mm.
  • the bent rods constituting lifting and handling loops are made of steel with a minimum tensile strength of the order of 300 MPa, preferably at least 400 MPa, and advantageously up to 700 MPa, and in parallel ductility sufficient to avoid the risk of breakage.
  • This constraint requires the use of special steels in particular undergone a work hardening treatment.
  • the slab 1 is made of prestressed concrete by longitudinal reinforcing strands 2 protruding at its ends and is equipped with a series of longitudinal cells 3.
  • the number of seven cells and six strands of reinforcement chosen by way of example is of course in no way limiting to the invention.
  • each of the concrete strips 4 separating two cells 3 is not necessarily equipped with a strand 2.
  • the slab 1 is equipped on its upper face 5 and at its four corners four loops of lifting and respective handling 6 flush with the surface of the concrete and having for function of allowing the slab 1 to be grasped by a Lifting not shown with a suspended four-legged sling the hook of a crane.
  • each of the lifting and handling loops 6 is clipped on an associated strand 2 before pouring concrete.
  • the lifting loop 6 is more precisely constituted by a bent metal rod having a diameter of the order of 8 to 12 mm and made of special steel with minimum tensile strength in the order of 400 MPa and at the same time sufficient ductility to avoid the risk of breakage.
  • This metal rod 6 comprises firstly at its central portion a median bend 7 and secondly at its respective ends of lateral bends 8, 8 'extending essentially symmetrically from on both sides of the median bend 7.
  • the median bend 7 defines a planar gripping ring protruding from its end on the upper face 5 of the slab 1 as shown in FIG.
  • the gripping ring 7 and the associated strand 2 are essentially coplanar.
  • the positioning tabs 9, 9 'thus allow the precise placement of the lifting and handling loop 6.
  • the positioning tabs 9, 9 ' are directly contiguous to essentially U-shaped fixing brackets 10, 10 'which are located in a plane essentially perpendicular to the plane of the gripping ring 7.
  • the fixing brackets 10, 10 allow the clipping by torsion of the lifting and handling loop 6 along the strand associated reinforcement 2, on either side of this strand, in the position shown in Figure 2.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
EP05300033.7A 2004-01-15 2005-01-14 Verfahren zur Herstellung von Hohlraumplatten aus Spannbeton und daraus hergestellten Hohlraumplatten Expired - Lifetime EP1555100B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0400341A FR2865228B1 (fr) 2004-01-15 2004-01-15 Procede de fabrication de dalles alveolees en beton precontraint equipees de boucles de levage et de manutention ainsi que dalles obtenues suite a la mise en oeuvre de ce procede
FR0400341 2004-01-15

Publications (2)

Publication Number Publication Date
EP1555100A1 true EP1555100A1 (de) 2005-07-20
EP1555100B1 EP1555100B1 (de) 2018-10-31

Family

ID=34610773

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05300033.7A Expired - Lifetime EP1555100B1 (de) 2004-01-15 2005-01-14 Verfahren zur Herstellung von Hohlraumplatten aus Spannbeton und daraus hergestellten Hohlraumplatten

Country Status (2)

Country Link
EP (1) EP1555100B1 (de)
FR (1) FR2865228B1 (de)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2885548A1 (fr) * 2005-05-10 2006-11-17 Guimard Ets Procede permettant d'incorporer des epingles de levage et de manutention dans des dalles alveolees en beton precontraint ainsi que dalle obtenue suite a la mise en oeuvre de ce procede
FR2905397A1 (fr) * 2006-08-30 2008-03-07 Kp1 Soc Par Actions Simplifiee Dalle alveolee pourvue d'au moins un anneau de levage.
WO2008097102A1 (en) * 2007-02-08 2008-08-14 Selvaag Spinoff As A building element
EP2075392A1 (de) 2007-12-24 2009-07-01 Echo Vorgefertigtes Betonelement
EP2090415A1 (de) * 2008-02-18 2009-08-19 Kp1 Herstellungsverfahren eines Gitterbalkens
US7992281B2 (en) 2006-07-12 2011-08-09 Elematic Group Oy Method and apparatus for attaching a lifting lug to a concrete product
US20130234460A1 (en) * 2012-03-12 2013-09-12 Elematic Oy Ab Method and apparatus for the installation of a lifting loop, and part forming a lifting loop

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1011036A (en) * 1963-09-24 1965-11-24 Dow Mac Products Ltd Improvements in or relating to the production of hollow concrete articles
US5388804A (en) * 1993-07-19 1995-02-14 Cohen; Jack H. Anchor bolt holder-spacer
JP2002349006A (ja) * 2001-05-24 2002-12-04 Miyoujiyou Cement Kk 段差スラブ成形用コンクリート版及びこれを用いた段差スラブ構造及びその製造方法
US20030170093A1 (en) * 2000-04-27 2003-09-11 David Janeway Fastening device with adjustable fastening surface embedded in cast panel or other products

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK168695B1 (da) * 1991-08-30 1994-05-24 Betonelement A S Transportbøjle til ekstruderede betonelementer
FR2822868B1 (fr) * 2001-03-28 2004-04-16 Bernard Legeai Dalle alveolee et procede de fabrication
FR2833285B1 (fr) * 2001-12-10 2004-10-01 Applic Composants Guiraud Frer Procede de mise en place de moyens de levage dans des dalles precontraintes alveolees

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1011036A (en) * 1963-09-24 1965-11-24 Dow Mac Products Ltd Improvements in or relating to the production of hollow concrete articles
US5388804A (en) * 1993-07-19 1995-02-14 Cohen; Jack H. Anchor bolt holder-spacer
US20030170093A1 (en) * 2000-04-27 2003-09-11 David Janeway Fastening device with adjustable fastening surface embedded in cast panel or other products
JP2002349006A (ja) * 2001-05-24 2002-12-04 Miyoujiyou Cement Kk 段差スラブ成形用コンクリート版及びこれを用いた段差スラブ構造及びその製造方法

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 2003, no. 04 2 April 2003 (2003-04-02) *

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2885548A1 (fr) * 2005-05-10 2006-11-17 Guimard Ets Procede permettant d'incorporer des epingles de levage et de manutention dans des dalles alveolees en beton precontraint ainsi que dalle obtenue suite a la mise en oeuvre de ce procede
EP1878854A3 (de) * 2006-07-12 2014-04-02 Elematic Oy Ab Verfahren und Vorrichtung zur Befestigung einer Kranöse an einem Betonprodukt
US7992281B2 (en) 2006-07-12 2011-08-09 Elematic Group Oy Method and apparatus for attaching a lifting lug to a concrete product
WO2008025894A3 (fr) * 2006-08-30 2008-04-17 Kp1 Dalle alveolee pourvue d'au moins un anneau de levage
FR2905397A1 (fr) * 2006-08-30 2008-03-07 Kp1 Soc Par Actions Simplifiee Dalle alveolee pourvue d'au moins un anneau de levage.
WO2008097102A1 (en) * 2007-02-08 2008-08-14 Selvaag Spinoff As A building element
EP2075392A1 (de) 2007-12-24 2009-07-01 Echo Vorgefertigtes Betonelement
EP2090415A1 (de) * 2008-02-18 2009-08-19 Kp1 Herstellungsverfahren eines Gitterbalkens
US20130234460A1 (en) * 2012-03-12 2013-09-12 Elematic Oy Ab Method and apparatus for the installation of a lifting loop, and part forming a lifting loop
CN103302745A (zh) * 2012-03-12 2013-09-18 艾乐迈铁科公司 安装提升环的方法和设备以及提升环成型零件
US8875448B2 (en) * 2012-03-12 2014-11-04 Elematic Oy Ab Method and apparatus for the installation of a lifting loop, and part forming a lifting loop
CN103302745B (zh) * 2012-03-12 2016-03-02 艾乐迈铁科集团 安装提升环的方法和设备以及提升环成型零件
RU2645034C2 (ru) * 2012-03-12 2018-02-15 Элематик Ойй Способ и устройство для установки монтажной петли и элемент, образующий монтажную петлю

Also Published As

Publication number Publication date
FR2865228A1 (fr) 2005-07-22
EP1555100B1 (de) 2018-10-31
FR2865228B1 (fr) 2006-03-24

Similar Documents

Publication Publication Date Title
CA2357919C (fr) Cage de ferraillage pour un element en beton arme
EP1555100B1 (de) Verfahren zur Herstellung von Hohlraumplatten aus Spannbeton und daraus hergestellten Hohlraumplatten
EP2090415B1 (de) Herstellungsverfahren eines Gitterbalkens und Vorrichtung zu durchführen solche Verfahren
EP2628869B1 (de) Vorrichtung zur Verbindung von Fertigtteile zum Errichten eines Gebäudes
FI123873B (fi) Menetelmä ja laitteisto nostolenkin asentamiseksi sekä nostolenkin muodostava osa
FR2885548A1 (fr) Procede permettant d'incorporer des epingles de levage et de manutention dans des dalles alveolees en beton precontraint ainsi que dalle obtenue suite a la mise en oeuvre de ce procede
EP3175057B1 (de) Ein vorgespanntes tragelement
FR2948139A1 (fr) Dispositif de raccordement de deux peaux d'un mur a coffrage perdu equipe d'une elingue de manutention.
WO2013171437A1 (fr) Barre d'armature a adherence amelioree et procédé de réalisation
EP2944734B1 (de) Dämmwand mit einem in dieselbe haut eingelassenen hebeband
BE1017284A3 (fr) Dispositif de prehension pour dalle de beton alveolee.
EP1540104B1 (de) Filterwand f r verlorene schalung, mittel zur herstellung der filterwand und damit ausgestattete schalung
FR2848589A1 (fr) Procede de fabrication de poutres en beton et installation mettant en oeuvre ledit procede
FR2952666A1 (fr) Outil a main pour faconnage d'armatures de beton arme
EP2993281B1 (de) Bewehrungseinrichtung
FR3069870A1 (fr) Procede de fabrication d'un element de structure
BE711502A (de)
BE678742A (de)
FR3012157A1 (fr) Armature passive et construction comportant une telle armature
EP3234276B1 (de) Vorgespanntes element und verfahren zur herstellung des vorgespannten elements
EP1009891B1 (de) Hohlraumplatte aus beton mit sicherheitsausrüstung
FR2872186A1 (fr) Procede pour armer un mur
EP1245756A1 (de) Hohlraumplatte und ihr Herstellungsverfahren
EP3879047A1 (de) Hubvorrichtung für bauelement, entsprechendes bauelement und herstellungsverfahren
BE488299A (de)

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 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

17P Request for examination filed

Effective date: 20060118

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

17Q First examination report despatched

Effective date: 20110426

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

Owner name: GROUPE SOPREL

RIC1 Information provided on ipc code assigned before grant

Ipc: E04G 21/14 19680901ALI20180312BHEP

Ipc: B28B 23/00 19680901AFI20180312BHEP

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20180524

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

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: CH

Ref legal event code: EP

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1058825

Country of ref document: AT

Kind code of ref document: T

Effective date: 20181115

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602005054885

Country of ref document: DE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: CH

Ref legal event code: PK

Free format text: RECTIFICATIONS

RIC2 Information provided on ipc code assigned after grant

Ipc: E04G 21/14 20060101ALI20180312BHEP

Ipc: B28B 23/00 20060101AFI20180312BHEP

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20181031

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 1058825

Country of ref document: AT

Kind code of ref document: T

Effective date: 20181031

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: 20181031

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: 20190228

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: 20181031

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: 20190131

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: 20181031

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: 20181031

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: 20181031

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: 20181031

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: 20190301

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: 20181031

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: 20190201

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: 20181031

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: 20181031

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: 20181031

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602005054885

Country of ref document: DE

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: 20181031

Ref country code: MC

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: 20181031

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: 20181031

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: 20181031

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

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

Effective date: 20190131

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: 20190114

26N No opposition filed

Effective date: 20190801

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20190131

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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: 20190801

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: 20181031

Ref country code: FR

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

Effective date: 20190131

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: 20190131

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: 20190131

Ref country code: LI

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

Effective date: 20190131

Ref country code: CH

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

Effective date: 20190131

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 NON-PAYMENT OF DUE FEES

Effective date: 20190114

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: 20181031

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: 20181031

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; INVALID AB INITIO

Effective date: 20050114