EP2093335A2 - Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement - Google Patents

Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement Download PDF

Info

Publication number
EP2093335A2
EP2093335A2 EP09250470A EP09250470A EP2093335A2 EP 2093335 A2 EP2093335 A2 EP 2093335A2 EP 09250470 A EP09250470 A EP 09250470A EP 09250470 A EP09250470 A EP 09250470A EP 2093335 A2 EP2093335 A2 EP 2093335A2
Authority
EP
European Patent Office
Prior art keywords
section
angle bracket
embossment
construction element
apertures
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
EP09250470A
Other languages
English (en)
French (fr)
Other versions
EP2093335A3 (de
EP2093335B1 (de
Inventor
Niels Friis
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.)
Simpson Strong Tie Co Inc
Original Assignee
Simpson Strong Tie Co Inc
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 Simpson Strong Tie Co Inc filed Critical Simpson Strong Tie Co Inc
Priority to SI200931473A priority Critical patent/SI2093335T1/sl
Publication of EP2093335A2 publication Critical patent/EP2093335A2/de
Publication of EP2093335A3 publication Critical patent/EP2093335A3/de
Application granted granted Critical
Publication of EP2093335B1 publication Critical patent/EP2093335B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • AHUMAN NECESSITIES
    • A47FURNITURE; DOMESTIC ARTICLES OR APPLIANCES; COFFEE MILLS; SPICE MILLS; SUCTION CLEANERS IN GENERAL
    • A47BTABLES; DESKS; OFFICE FURNITURE; CABINETS; DRAWERS; GENERAL DETAILS OF FURNITURE
    • A47B96/00Details of cabinets, racks or shelf units not covered by a single one of groups A47B43/00 - A47B95/00; General details of furniture
    • A47B96/06Brackets or similar supporting means for cabinets, racks or shelves
    • A47B96/061Cantilever brackets
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B1/2608Connectors made from folded sheet metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/388Separate connecting elements
    • E04B2001/389Brackets

Definitions

  • the present invention relates to a one-piece angle bracket for fastening a first construction element to a second construction element, said angle bracket comprising:
  • Angle brackets are used in various places e.g. when building a house.
  • the angle brackets are used to join two construction elements with each other such as a rafter and a wall plate, a girder and a joist or a stud and a sill.
  • Great effort is made in order to achieve that the workers, e.g. carpenters, have positioned and mounted the angle brackets in the right way.
  • the test for the quality of this work is often a storm or similar stress in which the building should provide shelter instead of being likely to collapse.
  • At least one of the apertures is placed essentially along the central axis of the sections of the angle bracket. This is due to the fact that e.g. timber is less likely to split when the fastening means is positioned close to the centre of the timber element.
  • Fastening means such as a connector screw or threaded rods with a nut, necessitates a certain flat space around the apertures in order to achieve a proper contact between the angle bracket and the head of the connector screw or the nut. Therefore, the angle bracket is left without an embossment around such apertures and especially around the central apertures, in order to achieve such flat space for the fastening means.
  • German utility model DE 202004006321 U1 discloses an angle bracket.
  • This angle bracket is formed with a number of smaller embossments shaped as a "Y” and a "V".
  • embossments there is a risk that the bracket will deform when subjecting the bracket to a load forcing the angle from 90° to an acute or obtuse angle. This is due to the embossments not being in a straight line from the bent region towards the free ends, but shaped as either a "V” or a "Y” and as such adapted to withstand loads perpendicular to the axis from the bent region towards the free ends, i.e. loads parallel to the bending axis of the angle bracket.
  • the present invention provides a new angle bracket that addresses the disadvantages of the angle bracket mentioned above, and provides an improved angle bracket that minimises the risk of incorrect mounting and is safer for the worker to use.
  • the present invention provides, in a first aspect, an angle bracket where the embossment is extending into the area of said at least one of the apertures with its centre substantially on the centre axis of the first or the second section.
  • the embossment of the angle bracket is contributing to raise the moment of inertia of the angle bracket, and the preferred central placement of the apertures along the central axis results in the preferred situation of having embossed material around the apertures.
  • the angle bracket has achieved the desired properties of both the embossment and the benefit from having the apertures placed in a preferred position. Furthermore, it is ensured that the worker mounting the bracket is given the best opportunities to mount the bracket.
  • both the first section and the second section can be provided with an aperture in the embossment extending along the centre axis of the first section and along the centre axis of the second section.
  • the diameter of the aperture of the embossment of the first section can differ from the diameter of the aperture of the embossment of the second section.
  • the fastening means and the apertures of the angle bracket can have a tight fit and therefore unable to move in relation to each other.
  • the embossment may be provided with a flat top in the area around the at least one aperture.
  • the fastening means In order to achieve a tight connection between the fastening means and the bracket it is important to ensure that the surface surrounding the aperture and the fastening means are aligned correctly.
  • the head of the fastening means and the surface surrounding the aperture should be parallel.
  • the aligning of the fastening means is merely a matter of aligning the main body of the fastening means perpendicular to the structure it self.
  • the easiest determinable angle is one of 90° between the fastening means and the bracket, because the body of the fastening means could be held in relation to the full construction element instead of just a small surface on the bracket.
  • the diameter of the aperture of the embossment of the first section could be 11 mm and the diameter of the aperture of the embossment of the second section could be 13 mm.
  • Diameters of 11 mm and 13 mm respectively are commonly used in the construction industry and therefore they are the most likely to fulfil the needs. Thus, in order to prevent both injuries of the workers as well as poor quality of the structure such difference of 2 mm between the apertures is preferred. In order to emphasise the difference in size, the apertures are marked with their dimensions.
  • angle bracket may according to the invention be made from a single piece of sheet metal.
  • Producing the angle bracket from a single piece of sheet metal is beneficial due to the fact that the metal can be delivered in e.g. coils. Thereby, it is possible to determine a certain width of the coil that is necessary to form the angle bracket, thus reducing the amount of waste material.
  • the sheet metal may be galvanised steel.
  • the material could be steel, e.g. S250 GD and Z275 according to EN10326. It is achieved that the relation between the thickness and thereby the weight is optimised. When building large constructions, the weight of the various material to be carried around on the site is reduced.
  • the sheet metal may have a thickness of 0,5 - 4,5 mm, preferably 1 - 3,5 mm, most preferred 1,5 - 2,5 mm.
  • the moment of inertia of the angle bracket is partly dependent on the thickness of the material.
  • the thickness of the material could be increased.
  • a material thickness of e.g. 2 mm having an embossment of at least 15 mm at the highest point of the embossment from a section shows a sufficient moment of inertia.
  • the height of the embossment when seen in cross section, can be embossed at least 15 mm from the sections.
  • the moment of inertia is dependent on the height of the embossment, and therefore it is preferred to have an embossment of at least 15 mm.
  • the embossment may be extending along the central axis of the sections essentially from the free end of the first section via the common bend section to the free end of the second section.
  • the embossment is extending the entire length along the central axis of the sections a high moment of inertia is achieved.
  • a one-piece angle bracket 1 has a first section 2 and a second section 3 connected by a common bending section 4.
  • An embossment 5 is extending from the first free end 6 of the first section 2 along the central axis 7 of the first section 2 to the second free end 8 of the second section 3 along the central axis 9 of the second section 3.
  • the angle bracket 1 has a number of apertures 10 (only two of the apertures 10 are marked with a reference numeral) for receiving fastening means such as screws or nails. Furthermore, a first larger aperture 11 is arranged in the embossment 5 near the first free end 6 and a second larger aperture 12 is arranged near the second free end 8. These larger apertures 11, 12 are adapted to receive e.g. connector screws or a threaded rod with a nut.
  • the first large aperture 11 and the second large aperture 12 are arranged essentially on the central axis 7, 9 of their respective sections 2, 3. This way the apertures 12, 13 are positioned in the best place in order for the worker to position the angle bracket 1 correctly on the elements to be joined.
  • Fig. 1 it is shown that the one of the apertures 12, 13 has a diameter larger than the other.
  • Fig. 2 shows the angle bracket 1 in an installed situation joining a first construction element 14 to a second construction element 15.
  • a larger fastening means 16 a connector screw, is arranged in one of the larger apertures for connecting the first section 2 to the first construction element 14.
  • a number of smaller fastening means 17 are arranged in most of the small apertures 10.
  • the diameter of the small apertures 10 is e.g. 5 mm.
  • the distance from the free sides 18, 19, 20, 21 to the small apertures could be 8 - 15 mm.
  • the small apertures 10 are arranged in such way that the distances from the adjacent side are different. This way, the risk of splitting e.g. a timber construction element is minimised.
  • the angle bracket 1 could be joining construction elements of various kinds such as wood, wood fibre composites, concrete etc.
  • the angle bracket 1 does not only hold the construction elements 14, 15 in relation to each other but serves to join the construction elements 14, 15 as well. If in fact the element only were to be kept in a certain position in a static situation the shape of the angle bracket would be much simpler. However, in case of a building being subjected to external forces such as wind or snow, the loads on the angle bracket will change dramatically and therefore e.g. the maximal bending moment, which the angle bracket is able to withstand, is crucial to the quality of the structure. Therefore, the embossment 5 is extending the entire length of the sections 2, 3.
  • the angle bracket 1 is seen from the side. It is seen that the embossment 5 is elevated the highest from the sections 2, 3 at the bisector b between the sections 2, 3. The height of the embossment 5 is gradually decreasing towards the free ends 6, 8. Within the last part of the embossment 5, near the free ends 6, 8 the top surface 30 is parallel to the section 2, 3 from which it is embossed. Thus, the embossed surface 31 around the apertures 11, 12 is parallel to the section from which it is embossed. Therefore, the fastening means, e.g. a connector screw or a nut, has a firm surface to abut. The firm surface is important in order to ensure the quality of the joint, especially when dynamic loads are subjected to the joint.
  • the fastening means e.g. a connector screw or a nut
  • Fig. 4 shows a front view of the angle bracket 1 showing that the apertures 10 are positioned in different distances from the centre axis of the section.
  • the distance from the free sides 18, 19, 20, 21 to the small apertures could be 8 - 15 mm.
  • the small apertures 10 are arranged in such way that they do not have their centres on a straight line. This way the risk of cracking e.g. a wooden construction element is minimised.
  • the angle bracket 1 could be joining construction elements of various kinds such as wood, wood fibre composites, concrete etc.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Jib Cranes (AREA)
  • Clamps And Clips (AREA)
EP09250470.3A 2008-02-22 2009-02-23 Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement Active EP2093335B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI200931473A SI2093335T1 (sl) 2008-02-22 2009-02-23 Enodelna kotna konzola za pritrditev konstrukcijskega elementa na drugi konstrukcijski element

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB0803274A GB2457714A (en) 2008-02-22 2008-02-22 One-piece angle bracket for fastening a first construction element to a second construction element

Publications (3)

Publication Number Publication Date
EP2093335A2 true EP2093335A2 (de) 2009-08-26
EP2093335A3 EP2093335A3 (de) 2011-12-28
EP2093335B1 EP2093335B1 (de) 2016-04-13

Family

ID=39284401

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09250470.3A Active EP2093335B1 (de) 2008-02-22 2009-02-23 Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement

Country Status (9)

Country Link
EP (1) EP2093335B1 (de)
CY (1) CY1117769T1 (de)
DK (1) DK2093335T3 (de)
ES (1) ES2575136T3 (de)
GB (1) GB2457714A (de)
HU (1) HUE029108T2 (de)
PL (1) PL2093335T3 (de)
PT (1) PT2093335T (de)
SI (1) SI2093335T1 (de)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140027590A1 (en) * 2011-03-11 2014-01-30 Greg Elston Adaptable Bracket
WO2018130551A1 (de) 2017-01-11 2018-07-19 Rotho Blaas Gmbh/Srl Verbindungssystem mit verbindungsstück für holzkonstruktionen
USD839078S1 (en) 2018-01-04 2019-01-29 Clarkwestern Dietrich Building Systems Llc Slide clip
USD959250S1 (en) 2020-07-22 2022-08-02 Clarkwestern Dietrich Building Systems Llc Slide clip
USD959251S1 (en) 2020-07-22 2022-08-02 Clarkwestern Dietrich Building Systems Llc Slide clip
WO2022256276A1 (en) * 2021-05-31 2022-12-08 Simpson Strong-Tie Company Inc. Tension tie
IT202100031790A1 (it) 2021-12-20 2023-06-20 Damiani Holz&Ko S P A Sistema di collegamento per elementi in legno con un elemento in cemento armato di un edificio e metodo per realizzare il collegamento e un kit
WO2023117734A1 (de) 2021-12-20 2023-06-29 Rotho Blaas Gmbh/Srl Verbessertes verbindungssystem für holzelemente mit einem stahlbetonelement eines gebäudes und verfahren zur herstellung der verbindung sowie ein bausatz
US11692340B2 (en) 2020-07-22 2023-07-04 Clarkwestern Dietrich Building Systems Llc Slide clip

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD983018S1 (en) 2022-12-30 2023-04-11 Sunmodo Corporation Roof mount bracket for mounting solar panels
USD984872S1 (en) 2022-12-30 2023-05-02 Sunmodo Corporation Roof mount bracket for mounting solar panels
USD983017S1 (en) 2022-12-30 2023-04-11 Sunmodo Corporation Roof mount bracket for mounting solar panels
USD983019S1 (en) 2022-12-30 2023-04-11 Sunmodo Corporation Roof mount bracket for mounting solar panels
USD983015S1 (en) 2022-12-30 2023-04-11 Sunmodo Corporation Roof mount bracket for mounting solar panels
USD983016S1 (en) 2022-12-30 2023-04-11 Sunmodo Corporation Roof mount bracket for mounting solar panels
US11750143B1 (en) 2023-01-24 2023-09-05 Sunmodo Corporation Bracket and devices for mounting solar panels to roofs

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2264290A (en) 1939-10-23 1941-12-02 Lord & Burnham Company Greenhouse construction
DE29707800U1 (de) 1997-04-30 1997-07-10 Bierbach GmbH & Co. KG Befestigungstechnik, 59425 Unna Winkelverbinder
DE202004006321U1 (de) 2004-04-22 2004-06-17 GH-Baubeschläge Hartmann GmbH Winkelverbinder für Holzkonstruktionen

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH84404A (de) * 1919-08-16 1920-03-16 Fritz Erismann Winkelträger
US1398371A (en) * 1921-03-31 1921-11-29 Frederick W Goedeke Corner-irons for baskets, boxes, &c.
GB254434A (en) * 1925-04-23 1926-07-08 Arthur David Tipper Improvements relating to sheet metal brackets
GB298381A (en) * 1927-11-01 1928-10-11 Joseph Henry Banks Improvements in shelf and angle brackets
GB2132073A (en) * 1982-12-13 1984-07-04 Catnic Components Ltd Bracket for anchoring a timber frame building sole plate
NL8702743A (nl) * 1987-11-17 1989-06-16 Bazo Staalbeheer Bv Plankdrager met afschermkap.
BE1008082A3 (nl) * 1994-02-24 1996-01-09 Sadef Nv Systeem voor liggers.
DE29718172U1 (de) * 1997-10-14 1997-11-27 GH-Baubeschläge Hartmann GmbH, 32549 Bad Oeynhausen Winkelverbinder
FR2773568B1 (fr) * 1998-01-13 2000-03-24 Denis Crochet Dispositif d'assemblage d'elements de structure, comportant une equerre modulable
US7065932B2 (en) * 2003-10-06 2006-06-27 Simpson Strong-Tie Company, Inc. Top flange stud to plate tie

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2264290A (en) 1939-10-23 1941-12-02 Lord & Burnham Company Greenhouse construction
DE29707800U1 (de) 1997-04-30 1997-07-10 Bierbach GmbH & Co. KG Befestigungstechnik, 59425 Unna Winkelverbinder
DE202004006321U1 (de) 2004-04-22 2004-06-17 GH-Baubeschläge Hartmann GmbH Winkelverbinder für Holzkonstruktionen

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140027590A1 (en) * 2011-03-11 2014-01-30 Greg Elston Adaptable Bracket
WO2018130551A1 (de) 2017-01-11 2018-07-19 Rotho Blaas Gmbh/Srl Verbindungssystem mit verbindungsstück für holzkonstruktionen
US10655320B2 (en) 2017-01-11 2020-05-19 Rotho Blaas Gmbh/Srl Connection system with connector piece for timber construction
USD839078S1 (en) 2018-01-04 2019-01-29 Clarkwestern Dietrich Building Systems Llc Slide clip
USD959250S1 (en) 2020-07-22 2022-08-02 Clarkwestern Dietrich Building Systems Llc Slide clip
USD959251S1 (en) 2020-07-22 2022-08-02 Clarkwestern Dietrich Building Systems Llc Slide clip
US11692340B2 (en) 2020-07-22 2023-07-04 Clarkwestern Dietrich Building Systems Llc Slide clip
US11905700B2 (en) 2020-07-22 2024-02-20 Clarkwestern Dietrich Building Systems Llc Slide clip
WO2022256276A1 (en) * 2021-05-31 2022-12-08 Simpson Strong-Tie Company Inc. Tension tie
IT202100031790A1 (it) 2021-12-20 2023-06-20 Damiani Holz&Ko S P A Sistema di collegamento per elementi in legno con un elemento in cemento armato di un edificio e metodo per realizzare il collegamento e un kit
WO2023117734A1 (de) 2021-12-20 2023-06-29 Rotho Blaas Gmbh/Srl Verbessertes verbindungssystem für holzelemente mit einem stahlbetonelement eines gebäudes und verfahren zur herstellung der verbindung sowie ein bausatz

Also Published As

Publication number Publication date
EP2093335A3 (de) 2011-12-28
HUE029108T2 (en) 2017-02-28
PT2093335T (pt) 2016-07-15
CY1117769T1 (el) 2017-05-17
ES2575136T3 (es) 2016-06-24
GB2457714A (en) 2009-08-26
DK2093335T3 (en) 2016-07-04
SI2093335T1 (sl) 2016-08-31
PL2093335T3 (pl) 2016-11-30
GB0803274D0 (en) 2008-04-02
EP2093335B1 (de) 2016-04-13

Similar Documents

Publication Publication Date Title
EP2093335A2 (de) Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement
US7409804B2 (en) Roof truss
US9689163B2 (en) Tapered truss
AU2012261552B2 (en) Adjustable Joist Hanger
US9175472B1 (en) Self-adjusting heel joint connector
US20080178555A1 (en) Tapered truss
WO2008054811A2 (en) Variable girder tie
US10253495B1 (en) Self-adjusting heel joint connector and method of securing a heel joint
EP2093336A2 (de) Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement und Verfahren zur Herstellung eines Winkelträgers
US20130125400A1 (en) Structural arrangement for generally planar devices
CN215166993U (zh) 背栓式石材幕墙挂接结构及石材幕墙
AU2023274184A1 (en) Column shoe manufactured from one piece of sheet metal
US9388563B1 (en) Fastener guide and method for connecting structural members in building structures
EP2546424A2 (de) Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement und Verfahren zur Herstellung eines Winkelträgers
AU2004200395B2 (en) Building Frame Member
JP4141072B2 (ja) 結合装置
CN216616287U (zh) 一种木结构建筑梁柱连接件
AU2009101214A4 (en) Connection Bracket and Method
CA2548028C (en) Roof truss
AU2009101215A4 (en) Strutting Beam for use in Roofing Structure
JP3098214U (ja) 大引きバタ受
US20090049790A1 (en) Apparatus and Method of Forming Roof Anchors for a Building
KR20230157131A (ko) 기능성 파이프체결 브래킷
KR200243494Y1 (ko) 조이스트 브리징
JP2018100532A (ja) 終端固定具

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

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

AX Request for extension of the european patent

Extension state: AL BA RS

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

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

AX Request for extension of the european patent

Extension state: AL BA RS

RIC1 Information provided on ipc code assigned before grant

Ipc: A47B 96/06 20060101ALI20111123BHEP

Ipc: E04B 1/26 20060101AFI20111123BHEP

17P Request for examination filed

Effective date: 20120628

AKX Designation fees paid

Designated state(s): 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 SE SI SK TR

17Q First examination report despatched

Effective date: 20121121

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20150618

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 HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK 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: AT

Ref legal event code: REF

Ref document number: 790334

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160415

Ref country code: CH

Ref legal event code: EP

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: 602009037702

Country of ref document: DE

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2575136

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20160624

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20160624

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: KIRKER AND CIE S.A., CH

Ref country code: PT

Ref legal event code: SC4A

Ref document number: 2093335

Country of ref document: PT

Date of ref document: 20160715

Kind code of ref document: T

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20160630

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20160413

REG Reference to a national code

Ref country code: EE

Ref legal event code: FG4A

Ref document number: E012223

Country of ref document: EE

Effective date: 20160708

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: 20160413

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 21567

Country of ref document: SK

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602009037702

Country of ref document: DE

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20160401540

Country of ref document: GR

Effective date: 20161020

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

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 9

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E029108

Country of ref document: HU

26N No opposition filed

Effective date: 20170116

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

Ref country code: LT

Payment date: 20170125

Year of fee payment: 9

Ref country code: DE

Payment date: 20170210

Year of fee payment: 9

Ref country code: EE

Payment date: 20170220

Year of fee payment: 9

Ref country code: RO

Payment date: 20170131

Year of fee payment: 9

Ref country code: CH

Payment date: 20170217

Year of fee payment: 9

Ref country code: MC

Payment date: 20170222

Year of fee payment: 9

Ref country code: GR

Payment date: 20170220

Year of fee payment: 9

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

Ref country code: LU

Payment date: 20170220

Year of fee payment: 9

Ref country code: SI

Payment date: 20170125

Year of fee payment: 9

Ref country code: CY

Payment date: 20170126

Year of fee payment: 9

Ref country code: LV

Payment date: 20170217

Year of fee payment: 9

Ref country code: HU

Payment date: 20170207

Year of fee payment: 9

Ref country code: SK

Payment date: 20170203

Year of fee payment: 9

Ref country code: CZ

Payment date: 20170206

Year of fee payment: 9

Ref country code: PL

Payment date: 20170124

Year of fee payment: 9

Ref country code: IE

Payment date: 20170221

Year of fee payment: 9

Ref country code: PT

Payment date: 20170127

Year of fee payment: 9

Ref country code: AT

Payment date: 20170227

Year of fee payment: 9

Ref country code: GB

Payment date: 20170222

Year of fee payment: 9

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

Ref country code: IT

Payment date: 20170223

Year of fee payment: 9

Ref country code: TR

Payment date: 20170209

Year of fee payment: 9

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 10

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602009037702

Country of ref document: DE

REG Reference to a national code

Ref country code: LT

Ref legal event code: MM4D

Effective date: 20180223

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: AT

Ref legal event code: UEP

Ref document number: 790334

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160413

REG Reference to a national code

Ref country code: EE

Ref legal event code: MM4A

Ref document number: E012223

Country of ref document: EE

Effective date: 20180228

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: 20180228

Ref country code: MT

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

Effective date: 20170223

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 790334

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180223

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

Effective date: 20180223

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 NON-PAYMENT OF DUE FEES

Effective date: 20180223

Ref country code: CY

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

Effective date: 20180223

Ref country code: EE

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

Effective date: 20180228

Ref country code: RO

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

Effective date: 20180223

Ref country code: HU

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

Effective date: 20180224

Ref country code: PT

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

Effective date: 20180823

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 21567

Country of ref document: SK

Effective date: 20180223

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: LU

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

Effective date: 20180223

Ref country code: CZ

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

Effective date: 20180223

Ref country code: SI

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

Effective date: 20180224

Ref country code: LI

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

Effective date: 20180228

Ref country code: SK

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

Effective date: 20180223

Ref country code: CH

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

Effective date: 20180228

Ref country code: GR

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

Effective date: 20180904

Ref country code: LV

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

Effective date: 20180223

Ref country code: AT

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

Effective date: 20180223

REG Reference to a national code

Ref country code: SI

Ref legal event code: KO00

Effective date: 20181008

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: 20180901

Ref country code: IE

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

Effective date: 20180223

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: 20180223

Ref country code: GB

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

Effective date: 20180223

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: 20160413

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 NON-PAYMENT OF DUE FEES

Effective date: 20180223

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: 20160413

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 NON-PAYMENT OF DUE FEES

Effective date: 20180223

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

Ref country code: IS

Payment date: 20240216

Year of fee payment: 16

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

Ref country code: ES

Payment date: 20240319

Year of fee payment: 16

Ref country code: NL

Payment date: 20240216

Year of fee payment: 16

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

Ref country code: FI

Payment date: 20240220

Year of fee payment: 16

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

Ref country code: SE

Payment date: 20240219

Year of fee payment: 16

Ref country code: NO

Payment date: 20240221

Year of fee payment: 16

Ref country code: FR

Payment date: 20240215

Year of fee payment: 16

Ref country code: DK

Payment date: 20240219

Year of fee payment: 16

Ref country code: BE

Payment date: 20240216

Year of fee payment: 16