EP2669066B1 - Construction joint for multilayered wooden plates - Google Patents
Construction joint for multilayered wooden plates Download PDFInfo
- Publication number
- EP2669066B1 EP2669066B1 EP12460032.1A EP12460032A EP2669066B1 EP 2669066 B1 EP2669066 B1 EP 2669066B1 EP 12460032 A EP12460032 A EP 12460032A EP 2669066 B1 EP2669066 B1 EP 2669066B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- elements
- joined
- joining
- wall elements
- amounting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Not-in-force
Links
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B27—WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
- B27F—DOVETAILED WORK; TENONS; SLOTTING MACHINES FOR WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES
- B27F1/00—Dovetailed work; Tenons; Making tongues or grooves; Groove- and- tongue jointed work; Finger- joints
- B27F1/02—Making tongues or grooves, of indefinite length
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B27—WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
- B27F—DOVETAILED WORK; TENONS; SLOTTING MACHINES FOR WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES
- B27F1/00—Dovetailed work; Tenons; Making tongues or grooves; Groove- and- tongue jointed work; Finger- joints
- B27F1/02—Making tongues or grooves, of indefinite length
- B27F1/04—Making tongues or grooves, of indefinite length along only one edge of a board
Definitions
- the object of the invention is a construction joint of multilayered wooden plates according to the preamble of claim 1.
- Such a construction joint is known from document FR 2578923 A3 .
- the first type of these joints is in the form of overlaps or key joints of different shapes made in the material of joined wooden elements, which are based on tight or push-fit joints, which are obtained by subjecting the joined materials to external forces pushing these elements together.
- various types of binders and glues, with which joining surfaces of joined elements are covered are in addition commonly applied.
- the second group of joints of wooden elements constitute joints utilizing additional elements in the form of shape bolts made of wood or other materials, in which joining of wooden elements due to tight or push-fit joints is obtained also through subjecting the joined materials to external forces pushing these elements together.
- Such a solution is known from the European patent application no. EP 2 461 049A1 and the German description no. DE 25 15 638 .
- the third group of joints of wooden elements is constituted by joints utilizing fasteners constituting various types of washers, made mostly of metal, which embrace the joined wooden materials at both sides and are joined with each other with screws or bolts.
- Such a solution is known from the French application no. FR 2 557 923 .
- the purpose of the invention is development of a durable joint of external and internal walls of houses built in the solid wood wall system which is possible to be performed at the construction site and which is characterized by high endurance in relation to all three axes of the coordinate system and can work both for tearing and shearing, whereby the applied joining elements, due to used material of the same or similar thermal conductivity as the wall material, do not have tendencies to create thermal bridges.
- Construction joint of multilayered wooden plates, butt joined or joined angularly in the corners is characterized by that in the contact plane of joined wall elements made from glued or nailed in a multilayered manner wooden plates there are at least two joining elements located in different planes and distanced from each other, whereby the butt joined wall elements are equipped with joining elements inclined towards the contact plane at the angle " ⁇ " amounting from 10° to 45°, whereby at the same time their plane is inclined in relation to the contact plane by the angle " ⁇ " amounting from 10° to 45°, whereas the angularly joined wall elements are equipped with joining elements inclined towards the contact plane at the angle amounting from 10° to 45°, whereby at the same time their surface is inclined angularly in relation to the contact plane by the angle amounting from 10° to 45°, and the joining element is made of solid or glued wood of the thermal conductivity equal or similar to the thermal conductivity of the joined wall elements the joining element is made of non-wood materials of the thermal conductivity equal or similar to the thermal conductivity
- the joining element of the butt joined wall elements is in the shape of a flattened prism with the quadrangle base with two sides parallel to each other, and the joining element of angularly joined wall elements is in the shape of a flattened prism with the triangular base.
- the construction joint of glued or nailed in a multilayered manner wooden plates according to the invention is characterized by high resistance to tearing and shearing, practically identical in all planes in which the applied joint operates, and is a relatively simple method of making external and internal walls, which does not require specialist tools and qualified installation team at the installation site.
- the joining element 3 , 3' of butt joined wall elements 1 and 2 is in the shape of a flattened prism with the quadrangle base with two sides parallel to each other, and the joining element 4 , 4' of the angularly joined wall elements 1' and 2' is in the shape of a flattened prism with the triangular base, whereby the joining element 3 and/or 3' and/or 4 and/or 4' is made of solid or glued wood of the thermal conductivity equal or similar to the thermal conductivity of the joined wall elements 1 , 2 and 1' , 2' or it is made of non-wood materials of the thermal conductivity equal or similar to the thermal conductivity of joined wall elements 1 , 2 and 1' , 2' and it is of the thickness s amounting to 0.1 to 0.6 of thickness Z of the wall elements 1 , 1 ', 2 , 2' .
- the joining element 3 , 3' and 4 , 4' is inserted in such a way that after installation its edges do not protrude outside external and internal surfaces of the joined elements 1 , 2 and 1' , 2' or these edges are additionally processed in such a way that they create one smooth plane with the surfaces of joined elements 1 , 2 and 1' , 2' .
Description
- The object of the invention is a construction joint of multilayered wooden plates according to the preamble of
claim 1. Such a construction joint is known from documentFR 2578923 A3 - Three types of wooden materials joints are commonly used in the building industry. The first type of these joints is in the form of overlaps or key joints of different shapes made in the material of joined wooden elements, which are based on tight or push-fit joints, which are obtained by subjecting the joined materials to external forces pushing these elements together. In case of these joints various types of binders and glues, with which joining surfaces of joined elements are covered, are in addition commonly applied. The second group of joints of wooden elements constitute joints utilizing additional elements in the form of shape bolts made of wood or other materials, in which joining of wooden elements due to tight or push-fit joints is obtained also through subjecting the joined materials to external forces pushing these elements together. Such a solution is known from the European patent application no.
EP 2 461 049A1DE 25 15 638 . - In case of those joints various types of binders and glues, with which joining surfaces of joined elements are covered, are additionally used. The third group of joints of wooden elements is constituted by joints utilizing fasteners constituting various types of washers, made mostly of metal, which embrace the joined wooden materials at both sides and are joined with each other with screws or bolts. Such a solution is known from the French application no.
FR 2 557 923 - The deficiency of the joints of wooden elements with overlaps or key joints is their frequent destruction damages caused by the hygroscopic shrinkage of wood, which follows from its natural tendency to absorb moisture from the atmosphere. This deficiency excludes application of such joints in joining external and internal walls of houses built in the solid wood wall system, all the more, that in case of such joints endurance can be obtained practically in one plane, that is, in the plane lateral to the direction of overlaps or key joints joining, which in this types of walls is insufficient. Due to similar reasons, use of bolts for joining wooden elements in the solid wood wall system is out of question, whereas the third method of wooden elements joining has a basic shortcoming consisting in occurrence of an adverse phenomenon, the so-called thermal bridges, which in case of application of metal fasteners leads to dampening of these places and mould formation, which disqualifies application of these type of joints in joining external and internal walls of houses built in the solid wood wall system.
- The purpose of the invention is development of a durable joint of external and internal walls of houses built in the solid wood wall system which is possible to be performed at the construction site and which is characterized by high endurance in relation to all three axes of the coordinate system and can work both for tearing and shearing, whereby the applied joining elements, due to used material of the same or similar thermal conductivity as the wall material, do not have tendencies to create thermal bridges.
- From the international publication No.
WO 01/02669 A1 - From the
Polish description of the utility model No. Ru 63538 - Construction joint of multilayered wooden plates, butt joined or joined angularly in the corners, according to the invention, is characterized by that in the contact plane of joined wall elements made from glued or nailed in a multilayered manner wooden plates there are at least two joining elements located in different planes and distanced from each other, whereby the butt joined wall elements are equipped with joining elements inclined towards the contact plane at the angle "α" amounting from 10° to 45°, whereby at the same time their plane is inclined in relation to the contact plane by the angle "β" amounting from 10° to 45°, whereas the angularly joined wall elements are equipped with joining elements inclined towards the contact plane at the angle amounting from 10° to 45°, whereby at the same time their surface is inclined angularly in relation to the contact plane by the angle amounting from 10° to 45°, and the joining element is made of solid or glued wood of the thermal conductivity equal or similar to the thermal conductivity of the joined wall elements the joining element is made of non-wood materials of the thermal conductivity equal or similar to the thermal conductivity of the joined wall elements, whereby the joining element is of thickness "s" amounting from 0.1 to 0.6 of thickness "Z" of the wall elements.
- The joining element of the butt joined wall elements is in the shape of a flattened prism with the quadrangle base with two sides parallel to each other, and the joining element of angularly joined wall elements is in the shape of a flattened prism with the triangular base.
- The construction joint of glued or nailed in a multilayered manner wooden plates according to the invention is characterized by high resistance to tearing and shearing, practically identical in all planes in which the applied joint operates, and is a relatively simple method of making external and internal walls, which does not require specialist tools and qualified installation team at the installation site.
- The object of the invention was presented in the embodiment in the drawing, in which in
Fig. 1 multilayered wooden plates butt joined with the joining element are presented in the axonometric view, whereas inFig. 2 the angular construction joint of multilayered wooden plates in the front view is presented. - As it was presented in the drawing, the construction joint of wooden plates glued in multilayered way, in which
wall elements joined wall elements elements wall elements elements 3, 3' , inclined towards the contact plane A at the angle α amounting to 10° to 45° are used, whereby at the same time their B, B' plane is shifted in relation to the contact plane A by the angle β amounting to 10° to 45°, whereas in case of angularly joined wall elements 1' , 2' joiningelements 4, 4' inclined to the contact plane A at the angle amounting to 10° to 45° are used, whereby at the same time their C, C' surface is inclined angularly in relation to the contact plane A by the angle amounting to 10° to 45°. The joiningelement 3 , 3' of butt joinedwall elements element 4, 4' of the angularly joined wall elements 1' and 2' is in the shape of a flattened prism with the triangular base, whereby the joiningelement 3 and/or 3' and/or 4 and/or 4' is made of solid or glued wood of the thermal conductivity equal or similar to the thermal conductivity of thejoined wall elements joined wall elements wall elements - During the installation of the joined
elements keys elements element joined elements elements
Claims (3)
- A construction joint of multilayered wooden plates which are butt joined or angularly joined in the corners wherein in the contact plane ( A ) of joined wall elements ( 1 ), ( 2 ) and ( 1' ), ( 2' ) made from glued or nailed in a multilayered manner wooden plates characterized in that there are at least two joining elements ( 3 ), ( 3' ) and ( 4 ), ( 4' ) located in different planes ( B ), ( B' ) and ( C ), ( C' ) and distanced from each other, whereby the butt joined wall elements ( 1 ), ( 2 ) are equipped with joining elements ( 3 ), ( 3' ) inclined towards the contact plane ( A ) at the angle (α) amounting from 10° to 45°, whereby at the same time their plane ( B ), (B') is inclined in relation to the contact plane ( A ) by the angle (β) amounting from 10° to 45°, whereas the angularly joined wall elements ( 1' ), ( 2' ) are equipped with joining elements ( 4 ), ( 4' ) inclined towards the contact plane ( A ) at the angle amounting from 10° to 45°, whereby at the same time their surface ( C ), ( C' ) is inclined angularly in retaken to the contact plane ( A ) by the angle amounting from 10° to 45°, and at least one of the the joining elements (3), (3'), (4), (4') is made of solid or glued wood of the thermal conductivity equal or similar to the thermal conductiytty of the joined wall elements ( 1 ), ( 2 ) and ( 1' ), ( 2' ) or at least one of the joining elements (3), (3'), (4), (4') is made of non-wood materials of the thermal conductivity equal or similar to the thermal conductivity of the joined wall elements ( 1 ), ( 2 ) and ( 1' ), ( 2' ), whereby the joining element ( 3 ), ( 3' ), ( 4 ), ( 4' ) is of thickness ( s ) amounting from 0.1 to 0.6 of thickness ( Z ) of the wall elements (1), ( 1' ), ( 2 ), ( 2' ).
- The joint according to Claim 1, characterised in that the joining element ( 3 ), ( 3' ) of the butt joined wall elements ( 1 ) and ( 2 ) is in the shape of a flattened prism with the quadrangle base with two sides parallel to each other.
- The joint according to Claim 1, characterised in that the joining element ( 4 ), ( 4' ) of the angularly joined wall elements ( 1' ) and ( 2' ) is in the shape of a flattened prism with the triangular base.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL12460032T PL2669066T3 (en) | 2012-05-31 | 2012-06-13 | Construction joint for multilayered wooden plates |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL399385A PL399385A1 (en) | 2012-05-31 | 2012-05-31 | Construction connector for multi-layer wood panels |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2669066A1 EP2669066A1 (en) | 2013-12-04 |
EP2669066B1 true EP2669066B1 (en) | 2016-11-30 |
Family
ID=46465174
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP12460032.1A Not-in-force EP2669066B1 (en) | 2012-05-31 | 2012-06-13 | Construction joint for multilayered wooden plates |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2669066B1 (en) |
PL (2) | PL399385A1 (en) |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2515638A1 (en) * | 1974-12-12 | 1976-06-16 | Olaf Zenius Jensen | Wood component corner joining process - inserts prismatic component in grooves inclined to mating surfaces and pressing against sides |
IT208953Z2 (en) * | 1985-03-12 | 1988-08-29 | Raffoni Giuseppe | IMPROVEMENTS IN THE PROFILES OF THE STAPLES, ONDINE OR PLATES FOR THE CORNER CONNECTIONS OF AUCTIONS, FRAMES AND FRAMES IN GENERAL |
ES2228133T3 (en) | 1999-06-30 | 2005-04-01 | Akzenta Paneele + Profile Gmbh | PANEL, AS WELL AS FIXING SYSTEM FOR PANELS. |
RU63538U1 (en) | 2007-02-28 | 2007-05-27 | Саратовский военный институт радиационной, химической и биологической защиты (СВИРХБЗ) | DEVICE FOR CHECKING THE OPERATING EQUIPMENT OF THE CONTROL OF POISONERS |
DE102010062312B4 (en) * | 2010-12-01 | 2016-05-12 | Julia Schedl | Connection of modules |
-
2012
- 2012-05-31 PL PL399385A patent/PL399385A1/en unknown
- 2012-06-13 EP EP12460032.1A patent/EP2669066B1/en not_active Not-in-force
- 2012-06-13 PL PL12460032T patent/PL2669066T3/en unknown
Also Published As
Publication number | Publication date |
---|---|
EP2669066A1 (en) | 2013-12-04 |
PL2669066T3 (en) | 2017-07-31 |
PL399385A1 (en) | 2013-12-09 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2013064246A4 (en) | Method for a multi-stage joint protection system for wall elements made of concrete components | |
CN109689355A (en) | Cross-laminated plank plate | |
CN102691359A (en) | Installation structure of base of exterior wall | |
FI105790B (en) | A method of making stiffeners and a system of fins | |
SE539837C2 (en) | Disc lock and method for joining disc edges | |
EP2669066B1 (en) | Construction joint for multilayered wooden plates | |
NL8203662A (en) | FORMWORK CARRIER OF WOOD AND METHOD FOR MANUFACTURING SUCH WOODEN FORMWORK CARRIER. | |
US11235489B2 (en) | Component, method for connecting wood elements, computer program | |
DE202005011169U1 (en) | Building plate for construction of wall linings and walls not having to support loads is provided on its rear side with a foil serving as a vapor impeder or barrier | |
JP6150480B2 (en) | Wooden beams | |
JP7000654B2 (en) | Joined structure of wood deck | |
JP6593687B2 (en) | Transparent temporary frame structure for forming reinforced concrete buildings | |
WO2002044493A1 (en) | A honeycomb paenl assembly | |
RU2245970C2 (en) | Three-layer building panel | |
JP6593691B2 (en) | Transparent temporary frame structure for forming reinforced concrete buildings | |
RU69537U1 (en) | THREE-LAYER BUILDING PANEL | |
RU2742531C1 (en) | Method of forming wooden multilayer panel or multilayer bar | |
JPH09248803A (en) | Plywood, plywood panel, and its manufacture | |
WO2010094432A1 (en) | Method for producing a three-dimensional structure | |
JP3082249U (en) | Square lumber with side plate | |
JPH108634A (en) | Board and wood material fitting body | |
CN207107199U (en) | A kind of superimposed sheet transports neonychium | |
RU69898U1 (en) | RIGID THREE-LAYER BUILDING PANEL | |
CN103477000A (en) | Wall board with edge strip and method for production thereof | |
JPH0635034Y2 (en) | Interior / exterior materials such as structures |
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 |
|
17P | Request for examination filed |
Effective date: 20120704 |
|
AK | Designated contracting states |
Kind code of ref document: A1 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 |
|
17Q | First examination report despatched |
Effective date: 20150703 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20160406 |
|
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): 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: CH Ref legal event code: EP 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: 849362 Country of ref document: AT Kind code of ref document: T Effective date: 20161215 |
|
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: 602012025984 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20161130 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20161130 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK05 Ref document number: 849362 Country of ref document: AT Kind code of ref document: T Effective date: 20161130 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20161130 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: 20161130 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: 20170301 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: 20170228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20161130 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: 20161130 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: 20170330 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: 20161130 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: 20161130 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: 20161130 |
|
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: 20161130 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20161130 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: 20161130 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: 20161130 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: 20161130 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: 20161130 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20161130 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: 20161130 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: 20161130 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: 20170228 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20170404 Year of fee payment: 6 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602012025984 Country of ref document: DE |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20170831 |
|
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: 20161130 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 602012025984 Country of ref document: DE |
|
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: 20161130 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20170613 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20180228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170630 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170630 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170613 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170613 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170613 Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180103 |
|
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: 20170630 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170613 |
|
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: 20120613 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20161130 |
|
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: 20161130 |
|
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: 20180613 |
|
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: 20161130 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20161130 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: 20170330 |