EP2944733B1 - Eckverbindung für eine holzstammstruktur und verfahren zur herstellung einer eckverbindung für eine holzstammstruktur - Google Patents
Eckverbindung für eine holzstammstruktur und verfahren zur herstellung einer eckverbindung für eine holzstammstruktur Download PDFInfo
- Publication number
- EP2944733B1 EP2944733B1 EP15167134.4A EP15167134A EP2944733B1 EP 2944733 B1 EP2944733 B1 EP 2944733B1 EP 15167134 A EP15167134 A EP 15167134A EP 2944733 B1 EP2944733 B1 EP 2944733B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- log
- logs
- corner joint
- intersection line
- recess
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
- E04B2/702—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal horizontal elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/04—Walls having neither cavities between, nor in, the solid elements
- E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
- E04B2/08—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0232—Undercut connections, e.g. using undercut tongues and grooves
- E04B2002/0234—Angular dovetails
Definitions
- Finnish utility model number 3865 discloses a so-called city-corner, which lacks the protruding parts characteristic of a traditional log structure.
- the logs to be joined to each other are on the same level.
- the corner joint is formed of locking cuts formed in the logs set end-to-end, the profiles of which are shaped to essentially correspond to each other.
- the log structure can then the designed freely, using, among other things, various angle values for the corner joint.
- the ends of the logs to be joined together are mitred according to their common intersection line and locking cuts are formed in the evened ends of both logs.
- the logs dry and at the same time shrink, so that a vertical gap can form between the logs.
- the detriment is mainly aesthetic, it also affects the tightness of the corner joint.
- a cover board is generally recommended, especially in a re-entrant corner.
- the protrusion 18 and recess 19 of the invention are formed in the log structure in the horizontal cross-section of each log 10 and 11, extending over the full height of each log 10 and 11.
- the re-entrant corner will then be unified and even in appearance.
- the vertical gap in the re-entrant corner will remain the same, despite the settling of the logs.
- the city corner is generally formed in massive laminated logs, the width of which can be as much as 300 mm.
- the hidden gap according to the invention can be achieved already with very small shapings.
- the dimension 20 in the line of intersection 14 of the protrusion 18 and the recess 19 is 10 - 30 mm, preferably 15 - 25 mm ( Figure 7 ). More generally, the said dimension is 5 - 10 % of the thickness of the log.
- the shapings are small, but sufficient.
- the massiveness of the log permits shapings easily without material waste.
- the machining includes an additional stage, the costs of which, compared to the advantages gained, are, however, infinitesimal.
- the logs and the shapings made in them are in real scale relative to each other.
- the city corner according to the invention is suitable for diverse building.
- the angle between the logs 10 and 11 lying end-to-end is 60° - 170°.
- a difference of angle between the logs of 120° - 10° is possible.
- the figures show a corner joint according to the invention formed of two logs 10 and 11 in their real dimensions. The same reference numbers are used for functionally similar components.
- the logs 10 and 11 are shown separated, in order to illustrate the corner joints and the locking cuts 15 and 16 ( Figures 2 , 3 , and 5 ).
- the locking cuts 15 and 16 are formed in the log structure in the horizontal cross-section of each log 10 and 11 to extend over the full height of each log 10 and 11.
- the locking cuts 15 and 16 are located in different log layers on the same vertical line, so that the same profile extends over the full height of the corner joint.
- the log structure can thus be assembled differing from the normal manner, from the top down.
- the structure permits the logs to be joined to be set steplessly at different levels in the height direction. The strength of the corner joint is thus independent of the mutual differences in the height of installation of the logs being joined.
- the locking cuts 15 and 16 are arranged in the end surfaces of the logs 10 and 11 to be joined together end-to-end at a corner angle, as shown in Figure 3 , for example.
- the portion of waste material in the machine stage is then small.
- the end surface of the logs 10 and 11, in addition to the cut surfaces of the locking cuts 15 and 16 are set essentially end-to-end.
- the corner joint is tight and tidy, without the ends or end surfaces of the logs being visible at all. This prevents the end of the logs from becoming wet and thus softening.
- the appearance of the entire log structure is smooth and corner boards are not necessarily needed at all.
- a dovetail profile 21 in one log and a corresponding dovetail groove 22 in the other there is a dovetail profile 21 in one log and a corresponding dovetail groove 22 in the other.
- Sufficient strength is achieved in the corner joint by means of the dovetail joint.
- a dovetail joint is relatively simple to make.
- a dovetail joint has also been shown to only tighten when the logs shrink as they dry. Due to its advantageousness, the embodiments concentrate on precisely dovetail joints.
- a flexible seal is preferably placed in the dovetail joint during erection.
- the locking cuts can have a different shape too, but variation complicates the machining of the locking cuts.
- the dovetail profile is made to be symmetrical.
- the dovetail profiles are machined in a different work stage to the evening of the log's ends.
- the locking cuts can then be made freely at the desired location and at the same time many logs of different width can be machined using the same machine tool.
- by means of asymmetrical shaping of the locking cuts the strength of the corner joint can be increased in a desired direction.
- vertical sealing grooves can also be machined in the log, into which sealing strip can be installed for the whole height of the log corner (not shown).
- the corner joint described it is thus possible to form corners with a different angle in log structures.
- the logs are joined at angles of 60° - 170°.
- all those corners can be formed in one and the same way according to the invention.
- the angle range is even greater.
- the corner can be implemented in such a way that the logs overlap regularly at different heights in a traditional manner. Each log is then attached to two opposite logs.
- logs of the same height can be set at the same height.
- Such a corner joint is as durable as the previous one, but is easier to make. This is because the layers of logs of both walls bordering the corner can be started from the foundation with full-height logs.
- logs of different height can be used mixed in the same wall in the corner joint.
- the size of the locking cuts depends on the dimensions of the log.
- the desired strength is created in the corner joint by dimensioning the locking cuts to be sufficient.
- the dimensioning of the locking cuts then becomes a normal strength calculation.
- enlarging the cutting angles and lengthening the dovetail profile reduces the transverse surface area of the dovetail profile.
- the depth of the profiles of the locking cuts is 8% - 12% of the width of the end surfaces, when a suitable strength will be achieved with the smallest amount possible of waste material.
- the invention also relates to a method for making a corner joint in a log structure.
- the ends 12 and 13 of the logs 10 and 11 to be joined end-to-end at an angle difference are machined according to a common intersection line 14.
- locking cuts 15 and 16 the profiles of which are arranged to correspond to each other in shape, and which differ from the intersection line 14, are machined in the ends 12 and 13.
- a protrusion 18 is formed extending outwards form the intersection line 14, a recess 19 corresponding to which being formed in the other log 11.
- the protrusion then goes into the recess, so that the edge of the recess defines a visible boundary.
- the location of the edge may alter, without, however, enlarging the visible gap.
- Figure 7 shows in principle the machining of the logs.
- the ends 12, 13 are levelled using the same tool 23 as was used to machine the protrusion 18 and the recess 19. More specifically, first of all the protrusion and recess are machined, after which the ends of the logs are levelled. In the method, the aforementioned definitions of the protrusion and recess are used.
- first the protrusion 18 is formed, after which using the same tool the end of the log is levelled with several movements of the tool 23.
- the tool is preferably a rectangular milling cutter.
- Figure 7 does not show the machining reservation demanded by the protrusion, which is, however, only a few millimetres.
- the tool 23 has been used to machine the protrusion 18 or recess 19, the end 12 and 13 of each log is levelled according to the intersection line 14.
- the locking cuts 15 and 16 are then machined after the protrusion 18 and recess 19 and the levelling of the ends 12 and 13 of the logs 10 and 11.
- the locking cuts can thus be machined at the desired location.
- a precise shape is thus given to the locking cut at one time.
- the tools 23 and 24 are shown schematically and, for reasons of clarity, smaller than their real size.
- the tool 23 can have a diameter of, for example 120 mm, in which case the protrusion and recess are machined with the every edge part of the tool. When machining the log end, the full width of the tool can then be exploited.
- the log corner and method according to the invention it is possible to manufacture very different kinds of corner, without the durability of the corner joint suffering, or the number of work stages increasing.
- many kinds of raw material can be utilized.
- savings can be made in building costs.
- the corner joint can be widely varied, which increases freedom in the planning and design of log structures and buildings.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Load-Bearing And Curtain Walls (AREA)
Claims (14)
- Eckverbindung für eine Holzstammstruktur, in der bei der jeweiligen Holzstammschicht die Enden (12, 13) der Holzstämme (10,11) mit ihren Enden aneinander in einem Winkelunterschied eine gemeinsame Schnittlinie (14) definieren, und an den Enden (12, 13) sind abweichend von der Schnittlinie (14) Verriegelungsaussparungen (15, 16) eingearbeitet, deren Profile sich hinsichtlich ihrer Form gegenseitig entsprechen, wobei die Verriegelungsaussparungen (15, 16) ein Schwalbenschwanzprofil aufweisen, das an der Schnittlinie (14) übersteht, dadurch gekennzeichnet, dass beginnend mit der einspringenden Ecke (17) durch die in einem Winkelunterschied verbundenen Holzstämme (10, 11) definiert werden, ein Stamm (10) einen Überstand (18) nach außen von der Schnittlinie (14) aufweist, mit dem eine entsprechende Aussparung (19)im anderen Stamm (11) korrespondiert.
- Eckverbindung gemäß dem Patentanspruch 1, dadurch gekennzeichnet, dass der Überstand (18) und die Aussparung (19) im horizontalen Querschnitt des jeweiligen Holzstammes (10, 11) in der Holzstammstruktur eingearbeitet sind und sich dabei über die gesamte Höhe des jeweiligen Holzstammes (10, 11) erstrecken.
- Eckverbindung gemäß der Patentansprüche 1 oder 2, dadurch gekennzeichnet, dass der Überstand (18) und die Aussparung (19) in der Querschnittsebene des Holzstammes (10, 11) mit der Schnittlinie (14) ein rechteckiges Dreieck festlegen.
- Eckverbindung gemäß einem der Patentansprüche 1 - 3, dadurch gekennzeichnet, dass die Abmessung (20) des Überstands (18) und der Aussparung (19) in Richtung der Schnittlinie (14) 5 - 10 % der Dicke des Holzstammes (10, 11) beträgt.
- Eckverbindung gemäß einem der Patentansprüche 1 - 3, dadurch gekennzeichnet, dass die Abmessung (20) des Überstands (18) und der Aussparung (19) in Richtung der Schnittlinie (14) 10 - 30 mm, vorzugsweise 15 - 25 mm beträgt.
- Eckverbindung gemäß einem der Patentansprüche 1 - 5, dadurch gekennzeichnet, dass zwischen den Holzstämmen (10, 11) an ihren Enden in der Eckverbindung ein Winkel von 60° - 170° gebildet wird.
- Eckverbindung gemäß einem der Patentansprüche 1 - 6, dadurch gekennzeichnet, dass zwischen den Holzstämmen (10, 11) an ihren Enden eine Winkeldifferenz in der Holzstammstruktur von 120° - 10° gebildet wird.
- Eckverbindung gemäß einem der Patentansprüche 1 - 7, dadurch gekennzeichnet, dass die Verriegelungsaussparungen (15, 16) ein Schwalbenschwanzprofil (21) bilden und eine damit korrespondierende Schwalbenschwanznut (22) aufweisen.
- Eckverbindung gemäß einem der Patentansprüche 1 - 8, dadurch gekennzeichnet, dass die Tiefe der Profile der Verriegelungsaussparungen (15, 16) 8% - 12% der Breite der Endoberflächen der Holzstämme (10, 11) beträgt.
- Verfahren zur Herstellung einer Eckverbindung für eine Holzstammstruktur, bei dem die Enden (12, 13) der Holzstämme (10,11) mit ihren Enden aneinander in einem Winkelunterschied zu einer gemeinsamen Schnittlinie (14) bearbeitet werden, und an den Enden (12, 13) werden abweichend von der Schnittlinie (14) Verriegelungsaussparungen (15, 16) eingearbeitet, deren Profile sich hinsichtlich ihrer Form gegenseitig entsprechen, wobei die Verriegelungsaussparungen (15, 16) ein Schwalbenschwanzprofil aufweisen, das an der Schnittlinie (14) übersteht, dadurch gekennzeichnet, dass beginnend mit der einspringenden Ecke (17) durch die in einem Winkelunterschied verbundenen Holzstämme (10, 11) festgelegt werden, ein Stamm (10) einen Überstand (18) nach außen von der Schnittlinie (14) aufweist, mit dem eine entsprechende Aussparung (19)im anderen Stamm (11) korrespondiert.
- Verfahren gemäß dem Patentanspruch 10, dadurch gekennzeichnet, dass die Enden (12, 13) mit demselben Werkzeug (23) angeglichen werden, mit dem der Überstand (18) und die Aussparung (19) bearbeitet werden.
- Verfahren gemäß dem Patentanspruch 11, dadurch gekennzeichnet, dass mit dem Werkzeug (23) der Überstand (18) oder die Aussparung (19) bearbeitet wird, danach das jeweilige Ende des Holzstammes (12, 13) gemäß der Schnittlinie (14) angeglichen wird.
- Verfahren gemäß einem der Patentansprüche 10 - 12, dadurch gekennzeichnet, dass die Verriegelungsaussparungen (15, 16) nach der Angleichung des Überstands (18) und der Aussparung (19) sowie der Enden (12,13) der Holzstämme (10, 11) bearbeitet werden.
- Verfahren gemäß einem der Patentansprüche 10 - 13, dadurch gekennzeichnet, dass ein Überstand (18) und eine Aussparung (19) gemäß der Patentansprüche 2 - 5 in die Holzstämme (10, 11) geformt wird.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI20145429A FI126282B (fi) | 2014-05-12 | 2014-05-12 | Hirsirakenteen nurkkaliitos ja menetelmä hirsirakenteen nurkkaliitoksen muodostamiseksi |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2944733A1 EP2944733A1 (de) | 2015-11-18 |
EP2944733B1 true EP2944733B1 (de) | 2017-03-01 |
Family
ID=53397781
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15167134.4A Not-in-force EP2944733B1 (de) | 2014-05-12 | 2015-05-11 | Eckverbindung für eine holzstammstruktur und verfahren zur herstellung einer eckverbindung für eine holzstammstruktur |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2944733B1 (de) |
FI (1) | FI126282B (de) |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA2234732A1 (en) * | 1998-04-14 | 1999-10-14 | Konrad Uwe Maiterth | Jointing system for wall-building pieces |
FI3865U1 (fi) | 1998-12-14 | 1999-03-18 | Primapoli Ltd Oy | Hirsirakenteen nurkkaliitos |
FR2917105B1 (fr) * | 2007-06-05 | 2009-09-04 | Marc Simon Degorre | Jeu de madriers pour constructions de murs en bois. |
-
2014
- 2014-05-12 FI FI20145429A patent/FI126282B/fi active IP Right Grant
-
2015
- 2015-05-11 EP EP15167134.4A patent/EP2944733B1/de not_active Not-in-force
Also Published As
Publication number | Publication date |
---|---|
EP2944733A1 (de) | 2015-11-18 |
FI20145429A (fi) | 2015-11-13 |
FI126282B (fi) | 2016-09-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2513386B1 (de) | Verfahren und anordnungen in zusammenhang mit der oberflächenformung von gebäudetafeln | |
EP2415947B1 (de) | Bodenplatte, System und Verfahren zum Bilden eines Fußbodens und Fußboden daraus | |
US9605436B2 (en) | Floorboard, system and method for forming a flooring, and a flooring formed thereof | |
US8099924B2 (en) | Panel, in particular floor panel | |
US7975736B2 (en) | Joint between wood pieces | |
EP2697450B1 (de) | Oberflächenbabdeckungskit mit paneelen und einem externen verriegelungselement | |
EP1672139A2 (de) | Fussboden mit viereckigen, mechanisch verbindbaren Fussbodenplatten | |
KR20160075602A (ko) | 플로어 패널을 위한 기계적 잠금 시스템 | |
US10487495B2 (en) | Component and production method | |
US20130180198A1 (en) | Shiplap joint | |
RU2442866C2 (ru) | Способ изготовления планок настила пола (варианты) | |
EP2944733B1 (de) | Eckverbindung für eine holzstammstruktur und verfahren zur herstellung einer eckverbindung für eine holzstammstruktur | |
CA2583475C (en) | Method of top coating a covering profile and levelling profile for flooring | |
CN104912291A (zh) | 无胶水纯实木拼花地板制作工艺 | |
EP2784244B1 (de) | Sockelleiste und ihr Herstellungsverfahren | |
EP2357298A3 (de) | Verkleidungspaneele mit Schwalbenschwanzverbindung | |
EP3235613B1 (de) | Strukturelle stossverbindung für flache platten | |
JP2020514575A (ja) | フロアパネルのセットおよびフロアパネルのセットの組み立て方法 | |
SK3162003A3 (en) | Grooved laths and self-catching tabs for forming floors and method for machining said laths | |
CA2790241C (en) | Method for the manufacture of a three-dimensional structural body | |
WO2018098532A1 (en) | A system for joining interlocking panels | |
WO2023002243A1 (en) | Multilayer panel for floors, with especially shaped coupling edges | |
JP2021143461A (ja) | 接合構造、及び、接合構造の製造方法 |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): 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 |
|
17P | Request for examination filed |
Effective date: 20160518 |
|
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 |
|
R17P | Request for examination filed (corrected) |
Effective date: 20160518 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20160915 |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04B 2/70 20060101AFI20160905BHEP Ipc: E04B 2/02 20060101ALN20160905BHEP Ipc: E04B 2/08 20060101ALI20160905BHEP |
|
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: 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: 871524 Country of ref document: AT Kind code of ref document: T Effective date: 20170315 |
|
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: 602015001613 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: FIAMMENGHI-FIAMMENGHI, CH Ref country code: FR Ref legal event code: PLFP Year of fee payment: 3 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20170301 |
|
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: 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: 20170602 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: 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: 20170601 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: 20170301 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: 20170301 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170301 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: 20170601 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: 20170301 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: 20170301 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: 20170301 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170531 |
|
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: 20170301 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170301 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: 20170301 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: 20170301 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: 20170301 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: 20170301 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20170703 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: 20170701 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: 20170301 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: 20170301 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602015001613 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 |
|
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: 20170301 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: 20170301 |
|
26N | No opposition filed |
Effective date: 20171204 |
|
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: 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: 20170301 |
|
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: 20170511 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20170531 |
|
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: 20170511 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 4 |
|
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: 20170531 |
|
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: 20170511 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: UEP Ref document number: 871524 Country of ref document: AT Kind code of ref document: T Effective date: 20170301 |
|
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: 20150511 |
|
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: 20170301 |
|
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: 20170301 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20190511 |
|
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: 20170301 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190511 |
|
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: 20170301 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20210520 Year of fee payment: 7 Ref country code: FR Payment date: 20210525 Year of fee payment: 7 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20210520 Year of fee payment: 7 Ref country code: CH Payment date: 20210519 Year of fee payment: 7 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 602015001613 Country of ref document: DE |
|
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: MM01 Ref document number: 871524 Country of ref document: AT Kind code of ref document: T Effective date: 20220511 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220531 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220531 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220511 |
|
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: 20220531 |
|
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: 20221201 |