EP2594708B1 - Head piece for a ground anchor - Google Patents

Head piece for a ground anchor Download PDF

Info

Publication number
EP2594708B1
EP2594708B1 EP12192619.0A EP12192619A EP2594708B1 EP 2594708 B1 EP2594708 B1 EP 2594708B1 EP 12192619 A EP12192619 A EP 12192619A EP 2594708 B1 EP2594708 B1 EP 2594708B1
Authority
EP
European Patent Office
Prior art keywords
stabilizing device
load element
ground anchor
sleeve
plate member
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.)
Active
Application number
EP12192619.0A
Other languages
German (de)
French (fr)
Other versions
EP2594708A3 (en
EP2594708A2 (en
Inventor
Johannes Franciscus Karsten
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.)
J F KARSTEN BEHEER BV
Original Assignee
J F KARSTEN BEHEER BV
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 J F KARSTEN BEHEER BV filed Critical J F KARSTEN BEHEER BV
Publication of EP2594708A2 publication Critical patent/EP2594708A2/en
Publication of EP2594708A3 publication Critical patent/EP2594708A3/en
Application granted granted Critical
Publication of EP2594708B1 publication Critical patent/EP2594708B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • E02D5/803Ground anchors with pivotable anchoring members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2207Sockets or holders for poles or posts not used
    • E04H12/2215Sockets or holders for poles or posts not used driven into the ground

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Piles And Underground Anchors (AREA)

Description

    Background
  • The present invention relates to a stabilizing device for a load element of a ground anchor.
  • Such stabilizing device is known from DE1928145 of Dahl, Gunnar. This publication discloses a stabilizing device. However the device is not robust in use. The stabilizing device is prone to bending outwards of plate material specifically when driving the device into the ground and during use when the device is subjected to severe lateral loads caused by canting of the load element, in this case a pipe.
  • The invention further relates to an assembly of a ground anchor having a load element and a stabilizing device.
  • The invention further relates to a method for installation of an assembly of a ground anchor having a load element and a stabilizing device.
  • Summary of the invention
  • The invention aims to at least partly solve a problem associated with a known stabilizing device for a load element of a ground anchor.
  • Another object of the invention is to improve stabilizing device for a load element of a ground anchor.
  • Still, another object of the invention is to provide a stabilizing device for a load element of a ground anchor, wherein the stabilizing device has an improved strength.
  • Yet another object of the invention is to provide an alternative stabilizing device for a load element of a ground anchor.
  • According to a first aspect of the invention this is realized with a stabilizing device for a load element of a ground anchor, the device consisting of two plate members, wherein the plate members have a generally L-shape and are complementary and do form a generally cross shape when coupled together and when coupled together form a feed through sleeve for leading the load element there through, wherein each plate member comprises at least one recess surrounded by plate material, which at least one recess of each plate member receives a central feed through sleeve forming plate member portion when the plate members are coupled together for forming the generally cross shaped stabilizing device.
  • This provides the possibility of forming the sleeve by recesses surrounded by plate material that gives a much better performance under side loads when the load element is canted. In addition, the stabilizing device is more robust in connection with driving of the stabilizing device into the ground.
  • A stabilizing device for a load element of a ground anchor, specifically stabilizes the load element with respect to lateral loads such that the load element maintains its position when subjected to lateral loads. A load element may be an elongate tension member like a cable or a compression member like a rod or a pile depending on the type of ground anchor. Such an elongate load element couples the ground anchor with the load to be anchored. The elongate load element, when not stabilized, easily cuts through the ground when subjected to lateral loads and thus may leave its intended position, which is undesirable.
  • In an embodiment of the invention, the two plate members are similar, preferably identical. This makes the stabilizing more efficient in use and during transportation.
  • In an embodiment of the invention, the feed through sleeve is arranged centrally with respect to the stabilizing device.
  • In an embodiment of the invention, each plate member comprises a plurality of recesses, in a specific embodiment two recesses. This makes the stabilizing device even more robust because loads are better distributed along the height of the plate members.
  • According to a further aspect of the invention this is realized with an assembly of a ground anchor having a load element and a stabilizing device according to the invention, wherein the load element is fed through the central feed through sleeve.
  • In an embodiment of the assembly, the load element is coupled with the stabilizing device in a slideable manner.
  • In an embodiment the assembly comprises coupling means for fixedly coupling the load element with the stabilizing device once the earth anchor and the stabilizing device have taken their desired position.
  • In an embodiment of the assembly, the coupling means are provided with the upper and/or lower side of the stabilizing device for fixedly coupling the load element with the stabilizing device at the upper and/or lower side of the stabilizing device.
  • In an embodiment of the assembly, the ground anchor is a pivoting anchor. For a pivoting ground anchor it is even more beneficial to be coupled with the stabilizing device in a slideable manner because the load element needs to be taken in to deploy or set the pivoting anchor.
  • According to an even further aspect of the invention this is realized with a method for installation of an assembly of a ground anchor having a load element and a stabilizing device according to the invention, comprising the steps;
    • placing a ground anchor with a load element,
    • sliding a stabilizing device according to a preceding claim around the load element for accommodating the load element at least partly in the feed through sleeve,
    • driving the stabilizing device in the ground while sliding the stabilizing device with respect to the load element,
  • In an embodiment of the method the ground anchor is a pivoting ground anchor, and the method further comprises the step;
    • taking in the load element through the feed through sleeve for pivoting the ground anchor.
  • The invention further relates to a device comprising one or more of the characterising features described in the description and/or shown in the attached drawings.
  • The invention further relates to a method comprising one or more of the characterising features described in the description and/or shown in the attached drawings.
  • The various aspects discussed in this patent can be combined in order to provide additional advantageous advantages.
  • Description of the drawings
  • The invention will be further elucidated referring to an preferred embodiment shown in the drawing wherein shown in:
    • Fig. 1 in side view a plate member of the stabilizing device;
    • fig. 2 a top view of the plate member of fig. 1;
    • fig. 3 a perspective view of the stabilizing device;
    • fig 4 an assembly of the stabilizing device and a ground anchor;
    • fig. 5 a top view of the assembly of fig. 3;
    • fig 6 an assembly of the stabilizing device and another type of ground anchor; and
    • fig. 7 an assembly of the stabilizing device and a pile.
    Detailed description of embodiments
  • The invention will now be described referring to all figures 1-5. In Fig. 1 a plate member 4b of the stabilizing device 1 is shown. In general such a plate member 4b is made of steel by cutting and bending. Any other suitable material for such a plate member is conceivable. The plate member has a height of 400 cm and a thickness of about 4 cm. The plate member 4 is bend along a, here central, bending line 9 which gives the plate member 4 a L-shape. The plate member 4 has two legs 10, 11 which legs are mutually arranged transversely. In this case the two legs 10, 11 have similar length of about 180 cm. These legs 10, 11 in use extend in the ground for accommodating side loads to the stabilizing device 1. It will be clear that the plate member 4b may have other dimensions.
  • The stabilizing device 1 for a load element 2 of a ground anchor 3 consists of two plate members 4a, 4b. The plate members 4a and 4b are complementary for coupling the two plate members 4a, 4b together at their respective bending lines 9. In this case the two plate members 44a, 4b are identical. When the two plate members 4a, 4b are coupled, they form a generally cross shape.
  • In addition, when the two plate members 4a, 4b are coupled together, a feed through sleeve 5 is formed for leading a load element 2 there through. The feed through sleeve is defined by the bend sections 12 of the two respective plate members 4a, 4b, specifically by the inside of the two respective bend sections 12.
  • Here, each respective plate member 4a, 4bcomprises two recesses 6 surrounded by plate material 7. Another number of such recesses 6 is conceivable. In addition, each respective plate member 4a, 4b has a cut-away 15 which receives an opposite bend portion 16 when the two plate members 4a, 4b are coupled together. The recess 6 is defined by a recess outline 14. The recess is outline 14 is continuous, in other words uninterrupted. Here, the recess outline 14 has a rectangular shape.
  • When the two plate members 4a, 4b are coupled together for forming the generally cross shaped stabilizing device 1, here all the recesses of each respective plate member 4a, 4b receive a respective central feed through sleeve forming plate member portion 8. For coupling the two plate members 4a, 4b, one plate member 4b is positioned as shown in fig. 1. The other plate member 4a is turned upside down with respect to the one plate member 4b of fig. 1. The two plate members 4a, 4b are then coupled at their respective bend sections 9 such that all the respective central feed through sleeve forming plate member portion 8 of one plate member 4a, extend past the other plate member 4b. The two plate members 4a, 4b then do form in conjunction the sleeve 5. Here, the feed through sleeve 5 is arranged centrally with respect to the stabilizing device 1.
  • Fig 4 and 5 show an assembly 17 of the stabilizing device 1 and a ground anchor 3. The load element 3 of the ground anchor 3 is fed through the central feed through sleeve 5 of the stabilizing device 1. The load element 2 s coupled with the stabilizing device 1 in a slideable manner. The load element 2 may be provided with threading (not shown) for enabling use of a nut or the like for forming a stop for the stabilizing device 1.
  • The stabilizing device 1 is particularly useful in the assembly 17 with a pivoting ground anchor 3.
  • In use, during installation of the assembly 17, the following steps are taken;
    Firstly the ground anchor 3 with a load element 2 is applied in the ground below the ground level 13 in a manner known per se at a depth of for instance a few meters.
  • Then the stabilizing device 1 is slid around the load element 2 wherein the load element 2 is fed into the sleeve 5 along the entire height of the stabilizing device 1.
  • Subsequently, the stabilizing device 1 is driven in the ground while sliding the stabilizing device 1 with respect to the load element 2. The stabilizing device 1 is driven in the ground in a manner known per se, like hammering.
  • When the ground anchor 3 is a pivoting ground anchor 3, in use of the assembly the following step will additionally be taken;
    Taking in, that is sliding, the load element 2 through the feed through sleeve 5 for pivoting the ground anchor 3 in a manner known per se.
  • The stabilizing device 1 of the invention is also beneficial in an assembly shown in fig. 6 with a ground anchor 19 which can take up both tensile and compressive forces. The load element, here a rod 18 is also able to take up both tensile and compressive forces.
  • The stabilizing device 1 of the invention is also beneficial in an assembly shown in fig. 7 with a pile 20 for use as foundation.
  • It will also be obvious after the above description and drawings are included to illustrate some embodiments of the invention, and not to limit the scope of protection as disclosed by the appended claims.

Claims (12)

  1. Stabilizing device (1) for a load element (2) of a ground anchor (3), the device consisting of two plate members (4a, 4b), wherein the plate members have a generally L-shape and are complementary and do form a generally cross shape when coupled together and when coupled together form a feed through sleeve (5) for leading the load element there through, characterized in that each plate member comprises at least one recess (6) surrounded by plate material (7), which at least one recess of each plate member receives a central feed through sleeve forming plate member portion (8) when the plate members are coupled together for forming the generally cross shaped stabilizing device (1).
  2. Stabilizing device according to claim 1, wherein the two plate members are similar, preferably identical.
  3. Stabilizing device according to a preceding claim, wherein the feed through sleeve (5) is arranged centrally with respect to the stabilizing device.
  4. Stabilizing device according to a preceding claim, wherein each plate member comprises two recesses.
  5. Stabilizing device according to a preceding claim, wherein each plate member comprises a plurality of recesses.
  6. Assembly of a ground anchor having a load element and a stabilizing device according to any one of the claims 1 to 5, wherein the load element is fed through the central feed through sleeve.
  7. Assembly according to claim 6, wherein the load element is coupled with the stabilizing device in a slideable manner.
  8. Assembly according to a preceding claim 6-7, comprising coupling means for fixedly coupling the load element with the stabilizing device once the earth anchor and the stabilizing device have taken their desired position.
  9. Assembly according to claim 8 wherein the coupling means are provided with the upper and/or lower side of the stabilizing device for fixedly coupling the load element with the stabilizing device at the upper and/or lower side of the stabilizing device.
  10. Assembly according to a preceding claim 6-9, wherein the ground anchor is a pivoting anchor.
  11. Method for installation of an assembly according to any one of the claims 6 to 10, comprising the steps;
    - placing a ground anchor with a load element,
    - sliding a stabilizing device according to a preceding claim around the load element for accommodating the load element at least partly in the feed through sleeve,
    - driving the stabilizing device in the ground while sliding the stabilizing device with respect to the load element,
  12. Method according to claim 11, wherein the ground anchor is a pivoting ground anchor, and the method further comprises the step;
    - taking in the load element through the feed through sleeve for pivoting the ground anchor.
EP12192619.0A 2011-11-14 2012-11-14 Head piece for a ground anchor Active EP2594708B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US201161559222P 2011-11-14 2011-11-14
NL2007782A NL2007782C2 (en) 2011-11-14 2011-11-14 Head piece for a ground anchor.

Publications (3)

Publication Number Publication Date
EP2594708A2 EP2594708A2 (en) 2013-05-22
EP2594708A3 EP2594708A3 (en) 2018-02-14
EP2594708B1 true EP2594708B1 (en) 2019-03-13

Family

ID=47278656

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12192619.0A Active EP2594708B1 (en) 2011-11-14 2012-11-14 Head piece for a ground anchor

Country Status (4)

Country Link
US (1) US20130121772A1 (en)
EP (1) EP2594708B1 (en)
ES (1) ES2726973T3 (en)
NL (1) NL2007782C2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018102432A1 (en) * 2016-11-29 2018-06-07 Hubbell Incorporated Supports for helical piles and anchors
USD974150S1 (en) * 2021-04-06 2023-01-03 Tsan-Jee Chen Anchor head
USD974152S1 (en) * 2021-06-30 2023-01-03 Tsan-Jee Chen Anchor head

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE319019B (en) 1968-06-05 1969-12-22 G Dahl
BE756888A (en) * 1970-07-03 1971-03-30 Vallourec Lorraine Escaut SPOUT FOR STAKES OR PILES
US3727357A (en) * 1971-06-07 1973-04-17 Sears Roebuck & Co Anchor means for tubular post
FR2277190A1 (en) * 1974-07-04 1976-01-30 Bo Michel Anchor for sea-bed stabilising sheet - has shaft with two bottom plates pivoting outwards to prevent withdrawal
FR2422793A1 (en) * 1978-04-10 1979-11-09 Moraly Paul ANCHOR INTENDED FOR FIXING IN THE GROUND POSTS OR STAKES AND DEVICE SERVING THE PRESSURE OF THIS ANCHOR
US7165915B2 (en) * 2004-04-27 2007-01-23 Queen Frankie A R High capacity low profile slab foundation stabilizing apparatus

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
ES2726973T3 (en) 2019-10-11
EP2594708A3 (en) 2018-02-14
EP2594708A2 (en) 2013-05-22
NL2007782C2 (en) 2013-05-16
US20130121772A1 (en) 2013-05-16

Similar Documents

Publication Publication Date Title
KR100999020B1 (en) Composite phc pile and construction method using the same
US8584413B1 (en) Easily connectable anchor and pillblock replacement for an embedded wooden post
US20180347610A1 (en) Fasteners for roadbed construction
EP2594708B1 (en) Head piece for a ground anchor
MX2012002781A (en) Lifting anchor for a concrete slab.
WO2006118392A3 (en) A falling rock preventing fence with fabrication typewire net
US20200248470A1 (en) Seismic reinforcement strucutre and seismic retrofitting method
KR20140122724A (en) Joint structure for steel bridge pier and concrete pile foundation
CN201172916Y (en) Reinforcement trough split head of concrete products for reinforced concrete slab
KR20150029917A (en) Corrugated steel reinforced concrete composite structures
CN102369330A (en) Anti-spalling edging
KR100786360B1 (en) Concrete pile using in complex pile
US20100080658A1 (en) System for supporting slab with concrete pier
US9212504B1 (en) Fence post system, construction, and method
CN201843391U (en) Mesh sheet type fence
KR101448145B1 (en) Column Integrated Footing
US9109340B1 (en) Pile-supported cable-reinforced building
CN202284329U (en) Concrete embedded part
WO2011132894A3 (en) Pile head reinforcement assembly of steel pipe pile
CN204401627U (en) To pull-type prestressed pipe pile pit supporting construction
US6979151B1 (en) Timber pile connector
CN201747056U (en) Supporting structure for casting concrete ring beam
CN206438519U (en) A kind of reinforcing bar cage friction pile
KR100960610B1 (en) Reinforcing structure of head part in steel pipe pile for dispersing external force
CN105460169A (en) Light-weight angle-adjustable tension anchor

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): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

RIC1 Information provided on ipc code assigned before grant

Ipc: E02D 5/80 20060101ALI20180108BHEP

Ipc: E04H 12/22 20060101AFI20180108BHEP

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

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20180723

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

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

RIC1 Information provided on ipc code assigned before grant

Ipc: E02D 5/80 20060101ALI20180829BHEP

Ipc: E04H 12/22 20060101AFI20180829BHEP

INTG Intention to grant announced

Effective date: 20180927

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): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

Ref country code: AT

Ref legal event code: REF

Ref document number: 1107865

Country of ref document: AT

Kind code of ref document: T

Effective date: 20190315

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602012057690

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

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: 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: 20190313

Ref country code: NO

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: 20190613

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: 20190313

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: 20190313

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

Ref country code: HR

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: 20190313

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: 20190614

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: 20190313

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: 20190613

Ref country code: RS

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: 20190313

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 1107865

Country of ref document: AT

Kind code of ref document: T

Effective date: 20190313

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2726973

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20191011

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: 20190313

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: 20190713

Ref country code: AL

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: 20190313

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: 20190313

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: 20190313

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: 20190313

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: 20190313

Ref country code: SM

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: 20190313

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602012057690

Country of ref document: DE

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

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: 20190713

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: 20190313

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: 20190313

26N No opposition filed

Effective date: 20191216

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: 20190313

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

Ref country code: IT

Payment date: 20191122

Year of fee payment: 8

Ref country code: ES

Payment date: 20191219

Year of fee payment: 8

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: 20190313

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: 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: 20190313

Ref country code: LU

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

Effective date: 20191114

Ref country code: LI

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

Effective date: 20191130

Ref country code: CH

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

Effective date: 20191130

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

Effective date: 20191114

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: 20191114

Ref country code: GB

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

Effective date: 20191114

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

Ref country code: FR

Payment date: 20201126

Year of fee payment: 9

Ref country code: DE

Payment date: 20201130

Year of fee payment: 9

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

Ref country code: BE

Payment date: 20201126

Year of fee payment: 9

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: 20190313

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: 20121114

Ref country code: MT

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: 20190313

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 NON-PAYMENT OF DUE FEES

Effective date: 20201114

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20220202

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 NON-PAYMENT OF DUE FEES

Effective date: 20201115

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602012057690

Country of ref document: DE

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

Ref country code: MK

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: 20190313

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: 20211130

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20211130

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: 20220601

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

Ref country code: NL

Payment date: 20220909

Year of fee payment: 11

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: 20211130

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230524