EP3540142A1 - Tie - Google Patents
Tie Download PDFInfo
- Publication number
- EP3540142A1 EP3540142A1 EP19155655.4A EP19155655A EP3540142A1 EP 3540142 A1 EP3540142 A1 EP 3540142A1 EP 19155655 A EP19155655 A EP 19155655A EP 3540142 A1 EP3540142 A1 EP 3540142A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- bar
- tie
- external
- internal
- layer
- 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
Links
- 238000005452 bending Methods 0.000 claims abstract description 11
- 238000003466 welding Methods 0.000 claims description 5
- 238000009413 insulation Methods 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000007688 edging Methods 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
- E04C2002/045—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete with two parallel leaves connected by tie anchors
- E04C2002/048—Bent wire anchors
Definitions
- the object of the invention is a tie according to the preamble of claim 1 for connecting internal layer and external layer of a sandwich building element to each other. Furthermore, the object of the invention is a sandwich building element, which comprises an internal layer and an external layer.
- Ties are used to bind an internal layer and an external layer of concrete sandwich building elements to each other. Ties are installed into fresh concrete of the external layer. Insulations of the element are placed between ties so that ties are in edgings of insulations. Thereafter, the internal layer of the element is cast on the insulation so that the tie extends also into concrete of the internal layer. After concrete has hardened, ties bind the internal layer and the external layer and the insulation between them to each other.
- the aim of this invention is to achieve an improved tie for connecting internal layer and external layer of a sandwich building element to each other.
- tie comprises an internal bar fittable into the internal layer of the building element, and an external bar, which is fittable into the external layer, and a bracing connecting the internal bar and external bar. Additionally, the tie comprises a further bond for connecting the tie into a building element, either into internal layer or into external layer. At least a part of the bracing, a part of second bar and the further bond are formed from the same wire blank by bending. The further bond is formed in thread blank between bracing and said bar.
- the whole tie i.e. internal bar, external bar, bracing and further bond are formed of the same wire blank by bending.
- a tie according to the invention a part of a bracing, second bar and a further bond between them are formed from the one and the same wire blank by bending.
- the whole tie, i.e. bracing, internal bar and external bar and further bond are preferably formed from the one and the same wire blank by bending.
- the bracing, further bond and the internal bar and/or the external bar do not have to be formed as separate parts at first, and thereafter to form a tie of them by connecting the parts together by welding.
- a tie according to the invention can be produced by cutting the wire forming the tie or a part of the tie to a wire blank of desired length and by bending the wire blank to its final form so that the blank forms the whole tie or a desired part of the tie.
- wire blank can be bent to a desired form at first and then the wire can be cut. Then the wire is drawn out of the wire coil, bent to a desired form, and finally, the wire is cut.
- the production method speeds up the production of a tie significantly and thus reduces production costs compared to a traditional solution.
- the wire forming a tie can be bent to a desired form by existing bending devices.
- the tie 1 presented in the drawings is used to connect internal layer 12 and external layer 13 of a building element 11 to each other.
- the tie 1 is so called beam tie, which is used to connect internal layer 12 and external layer 13 to each other in lower building elements in places where a conventional diagonal tie does not fit, for example above a window beam.
- Internal layer 12 and external layer 13 are produced of concrete.
- a tie 1 comprises a diagonal, i.e. a bracing 4 and two bar threads, i.e. an internal bar 2 and an external bar 3. Internal bar 2 and external bar 3 are parallel with each other and at a distance from each other.
- the bracing 4 is formed of a wire.
- the bracing 4 comprises three sides 5, 6, 7, which form two angles 8, 9 opening in opposite directions.
- a first side 5 and second side 6 are arranged in the V-form so that they form a first angle 8.
- First angle 8 opens towards the internal bar 2.
- First side 5, second side 6 and the internal bar 2 form a triangle, preferably an isosceles triangle, wherein first side 5 and second side 6 form the sides for the triangle, and the internal bar 2 forms the base for the triangle.
- a third side 7 and second side 6 are arranged in the V-form so that they form a second angle 9.
- Second angle 9 opens towards the external bar 3.
- Second side 6, third side 7 and the external bar 3 form a triangle, preferably a rectangular triangle.
- the external bar 3 and third side 7 are at a right angle to each other.
- the external bar 3 and the internal bar 2 are at a distance from each other.
- the external bar 3 and the internal bar 2 are parallel to each other.
- First angle 8 and second angle 9 are rounded.
- First angle 8 forms a first bond for fastening the tie 1 into the external layer 13 of the building element 11.
- Second angle 9 forms a second bond for fastening the tie 1 into the internal layer 12.
- the tie 1 comprises a further bond 15 for fastening the tie 1 into the internal layer 12 or into the external layer 13 of the building element 11.
- the tie 1 is attached into the internal layer 12 by a further bond 15.
- the further bond 15 is looplike. At least a part of the bracing 4, at least a part of the internal bar 2 or external bar 3 and further bond 15 are formed of the same wire blank by bending. Wire is of stainless steel. The diameter of the wire is 3-7 mm, typically 5 mm.
- the further bond 15 is formed into wire blank between bracing 4 and said bar, in the drawings internal bar 2.
- the further bond 15 is placed in thread blank between first side 5 and internal bar 2. Overlapping parts of the wire forming the loop of the looplike further bond 15 are welded together at a crossing point 16.
- the tie 1, i.e. bracing 4, internal bar 2 and external bar 3 and further bond 15 are formed of the same wire by bending.
- Wire forming the tie 1 is of stainless steel.
- the diameter of the wire is 3-7 mm, typically 5 mm.
- Bracing 4, e.g. first side 5 and/or second side of the bracing, are attached to the external bar 3 by welding, by spot welding, for example.
- the welding point is at the crossing point of first side 5 and/or second side 6 and the external bar 3.
- the wire forming the bracing 4, external bar 3, internal bar 2 and further bond 15 comprises only two ends, first end is at the end of the internal bar 2 and second end is at the end of the external bar 3.
- a sandwich building element 11 comprises an internal layer 12 and an external layer 13, which are bound to each other with a tie 1 described above.
- the internal bar 2 of the tie is placed into concrete of the internal layer 12, and the external bar 3 into concrete of external layer 13.
- first angle 8 is placed into concrete of the external layer 13, and second angle 9 into concrete of the internal layer 12.
- Further bond 15 is placed into concrete of either an internal layer 12 as in figure 2 or into concrete of external layer 13.
- insulation material 14 mineral wool, for example.
- Tie 1 is assembled at its place into the sandwich building element 11 so that the external bar 3 is placed into fresh concrete of the external layer 13. Also the tip of first angle 8 is placed into concrete of the external layer 13. Thereafter, insulations 14 of building element 11 are placed so that tie 1 or ties are in edgings of insulations 14. The internal layer 12 of the building element is cast on insulation 14 so that the internal bar 2 extends into concrete of the internal layer 12. Further bond 15 is in concrete of external layer 13 or in concrete of internal layer 12, as in figure 2 . Also the tip of second angle 9 extends into concrete of the internal layer 12. After the concrete has hardened the tie 1 binds the internal layer 12 and the external layer 13 to each other.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Building Environments (AREA)
Abstract
Description
- The object of the invention is a tie according to the preamble of
claim 1 for connecting internal layer and external layer of a sandwich building element to each other. Furthermore, the object of the invention is a sandwich building element, which comprises an internal layer and an external layer. - Ties are used to bind an internal layer and an external layer of concrete sandwich building elements to each other. Ties are installed into fresh concrete of the external layer. Insulations of the element are placed between ties so that ties are in edgings of insulations. Thereafter, the internal layer of the element is cast on the insulation so that the tie extends also into concrete of the internal layer. After concrete has hardened, ties bind the internal layer and the external layer and the insulation between them to each other.
- The aim of this invention is to achieve an improved tie for connecting internal layer and external layer of a sandwich building element to each other.
- The aim of the invention is achieved with a tie according to
claim 1, which tie comprises an internal bar fittable into the internal layer of the building element, and an external bar, which is fittable into the external layer, and a bracing connecting the internal bar and external bar. Additionally, the tie comprises a further bond for connecting the tie into a building element, either into internal layer or into external layer. At least a part of the bracing, a part of second bar and the further bond are formed from the same wire blank by bending. The further bond is formed in thread blank between bracing and said bar. - In one embodiment of the invention the whole tie, i.e. internal bar, external bar, bracing and further bond are formed of the same wire blank by bending.
- Significant advantages can be achieved by the invention. By further bond the fastening of a tie into a building element can be improved. A tie according to the invention, a part of a bracing, second bar and a further bond between them are formed from the one and the same wire blank by bending. The whole tie, i.e. bracing, internal bar and external bar and further bond are preferably formed from the one and the same wire blank by bending. Then the bracing, further bond and the internal bar and/or the external bar do not have to be formed as separate parts at first, and thereafter to form a tie of them by connecting the parts together by welding. A tie according to the invention can be produced by cutting the wire forming the tie or a part of the tie to a wire blank of desired length and by bending the wire blank to its final form so that the blank forms the whole tie or a desired part of the tie. Alternatively, wire blank can be bent to a desired form at first and then the wire can be cut. Then the wire is drawn out of the wire coil, bent to a desired form, and finally, the wire is cut. The production method speeds up the production of a tie significantly and thus reduces production costs compared to a traditional solution. The wire forming a tie can be bent to a desired form by existing bending devices.
- In the following, the invention will be described in more detail by the aid of an example with reference to the attached drawings, wherein
- Fig. 1
- shows a side view of a tie according to one embodiment of the invention, and
- Fig. 2
- shows the tie of
Fig. 1 installed in a sandwich building element. - The
tie 1 presented in the drawings is used to connectinternal layer 12 andexternal layer 13 of abuilding element 11 to each other. Thetie 1 is so called beam tie, which is used to connectinternal layer 12 andexternal layer 13 to each other in lower building elements in places where a conventional diagonal tie does not fit, for example above a window beam.Internal layer 12 andexternal layer 13 are produced of concrete. - A
tie 1 comprises a diagonal, i.e. abracing 4 and two bar threads, i.e. aninternal bar 2 and anexternal bar 3.Internal bar 2 andexternal bar 3 are parallel with each other and at a distance from each other. Thebracing 4 is formed of a wire. Thebracing 4 comprises threesides angles first side 5 andsecond side 6 are arranged in the V-form so that they form afirst angle 8.First angle 8 opens towards theinternal bar 2.First side 5,second side 6 and theinternal bar 2 form a triangle, preferably an isosceles triangle, whereinfirst side 5 andsecond side 6 form the sides for the triangle, and theinternal bar 2 forms the base for the triangle. - A
third side 7 andsecond side 6 are arranged in the V-form so that they form asecond angle 9.Second angle 9 opens towards theexternal bar 3.Second side 6,third side 7 and theexternal bar 3 form a triangle, preferably a rectangular triangle. Then theexternal bar 3 andthird side 7 are at a right angle to each other. Theexternal bar 3 and theinternal bar 2 are at a distance from each other. Theexternal bar 3 and theinternal bar 2 are parallel to each other.First angle 8 andsecond angle 9 are rounded.First angle 8 forms a first bond for fastening thetie 1 into theexternal layer 13 of thebuilding element 11.Second angle 9 forms a second bond for fastening thetie 1 into theinternal layer 12. - Additionally, the
tie 1 comprises afurther bond 15 for fastening thetie 1 into theinternal layer 12 or into theexternal layer 13 of thebuilding element 11. In the embodiment of the drawings thetie 1 is attached into theinternal layer 12 by afurther bond 15. Thefurther bond 15 is looplike. At least a part of thebracing 4, at least a part of theinternal bar 2 orexternal bar 3 andfurther bond 15 are formed of the same wire blank by bending. Wire is of stainless steel. The diameter of the wire is 3-7 mm, typically 5 mm. Thefurther bond 15 is formed into wire blank betweenbracing 4 and said bar, in the drawingsinternal bar 2. Thefurther bond 15 is placed in thread blank betweenfirst side 5 andinternal bar 2. Overlapping parts of the wire forming the loop of the looplikefurther bond 15 are welded together at acrossing point 16. - In the embodiment of the drawings the
tie 1,i.e. bracing 4,internal bar 2 andexternal bar 3 andfurther bond 15 are formed of the same wire by bending. Wire forming thetie 1 is of stainless steel. The diameter of the wire is 3-7 mm, typically 5 mm. Bracing 4, e.g.first side 5 and/or second side of the bracing, are attached to theexternal bar 3 by welding, by spot welding, for example. The welding point is at the crossing point offirst side 5 and/orsecond side 6 and theexternal bar 3. The wire forming thebracing 4,external bar 3,internal bar 2 andfurther bond 15 comprises only two ends, first end is at the end of theinternal bar 2 and second end is at the end of theexternal bar 3. - A
sandwich building element 11 according to the invention comprises aninternal layer 12 and anexternal layer 13, which are bound to each other with atie 1 described above. Theinternal bar 2 of the tie is placed into concrete of theinternal layer 12, and theexternal bar 3 into concrete ofexternal layer 13. Additionally,first angle 8 is placed into concrete of theexternal layer 13, andsecond angle 9 into concrete of theinternal layer 12.Further bond 15 is placed into concrete of either aninternal layer 12 as infigure 2 or into concrete ofexternal layer 13. Between theinternal layer 12 andexternal layer 13 there isinsulation material 14, mineral wool, for example. -
Tie 1 is assembled at its place into thesandwich building element 11 so that theexternal bar 3 is placed into fresh concrete of theexternal layer 13. Also the tip offirst angle 8 is placed into concrete of theexternal layer 13. Thereafter,insulations 14 of buildingelement 11 are placed so thattie 1 or ties are in edgings ofinsulations 14. Theinternal layer 12 of the building element is cast oninsulation 14 so that theinternal bar 2 extends into concrete of theinternal layer 12.Further bond 15 is in concrete ofexternal layer 13 or in concrete ofinternal layer 12, as infigure 2 . Also the tip ofsecond angle 9 extends into concrete of theinternal layer 12. After the concrete has hardened thetie 1 binds theinternal layer 12 and theexternal layer 13 to each other. - It is obvious to the person skilled in the art that the various embodiments of the invention are not limited solely to the examples described above, but that they may be varied within the scope of the claims presented below.
Claims (5)
- A tie (1) for connecting an internal layer (12) and an external layer (13) of a sandwich building element (11) to each other, which tie (1) comprises an internal bar (2) fittable into the internal layer (12) of the building element and an external bar (3) fittable into the external layer (13), and a bracing (4) connecting the internal bar (2) and the external bar (3), characterized in that the tie (1) comprises a further bond (15) for fastening the tie (1) to a building element (11), and at least a part of the bracing (4), at least a part of the internal bar or the external bar (2, 3) and the further bond (15) are formed from the same wire blank by bending, and which further bond (15) is formed in wire blank between the bracing (4) and said bar (2, 3).
- The tie (1) according to claim 1, characterized in that the internal bar (2), the external bar (3), the bracing (4) and the further bond (15) are formed from the same wire blank by bending.
- The tie (1) according to claim 1 or 2, characterized in that the further bond (15) is looplike.
- The tie (1) according to any of the preceding claims, characterized in that the external bar (3) is fastened to the bracing (4) and/or the internal bar (2) is fastened to the bracing (4) by welding.
- A sandwich building element (11) comprising an internal layer (12) and an external layer (13), characterized in that the internal layer (12) and the external layer (13) are bound to each other with a tie (1) according to one of the preceding claims 1-4, the internal bar (2) of which tie (1) is placed into concrete of the internal layer (12),the external bar (3) into concrete of the external layer (13) and the further bond (15) into concrete of the internal layer (12) or the external layer (13).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL19155655T PL3540142T3 (en) | 2018-03-12 | 2019-02-06 | Tie |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FIU20184042U FI12036U1 (en) | 2018-03-12 | 2018-03-12 | TRUSS |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3540142A1 true EP3540142A1 (en) | 2019-09-18 |
EP3540142B1 EP3540142B1 (en) | 2021-03-31 |
Family
ID=62111299
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19155655.4A Active EP3540142B1 (en) | 2018-03-12 | 2019-02-06 | Tie |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP3540142B1 (en) |
DK (1) | DK3540142T3 (en) |
FI (1) | FI12036U1 (en) |
LT (1) | LT3540142T (en) |
PL (1) | PL3540142T3 (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1937051U (en) * | 1966-01-25 | 1966-04-21 | Ernst Dr Ing Haeussler | PRE-FABRICATED WALL ELEMENT MADE OF REINFORCED CONCRETE OUTER PANEL, REINFORCED CONCRETE INNER PANEL AND INTERMEDIATE INSULATION LAYER. |
DE2023363A1 (en) * | 1970-05-13 | 1971-12-02 | Körner, Manfred, 7500 Karlsruhe-Durlach | Connection anchor for multi-layer concrete slabs |
-
2018
- 2018-03-12 FI FIU20184042U patent/FI12036U1/en active IP Right Grant
-
2019
- 2019-02-06 PL PL19155655T patent/PL3540142T3/en unknown
- 2019-02-06 LT LTEP19155655.4T patent/LT3540142T/en unknown
- 2019-02-06 DK DK19155655.4T patent/DK3540142T3/en active
- 2019-02-06 EP EP19155655.4A patent/EP3540142B1/en active Active
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1937051U (en) * | 1966-01-25 | 1966-04-21 | Ernst Dr Ing Haeussler | PRE-FABRICATED WALL ELEMENT MADE OF REINFORCED CONCRETE OUTER PANEL, REINFORCED CONCRETE INNER PANEL AND INTERMEDIATE INSULATION LAYER. |
DE2023363A1 (en) * | 1970-05-13 | 1971-12-02 | Körner, Manfred, 7500 Karlsruhe-Durlach | Connection anchor for multi-layer concrete slabs |
Also Published As
Publication number | Publication date |
---|---|
FI12036U1 (en) | 2018-04-13 |
PL3540142T3 (en) | 2021-10-18 |
DK3540142T3 (en) | 2021-05-25 |
LT3540142T (en) | 2021-05-25 |
EP3540142B1 (en) | 2021-03-31 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3300939A (en) | Combination adjustable tie and joint reinforcement for wall constructions | |
US20120124796A1 (en) | System for producing composite beams and floor structures of buildings by means of bent sections made of steel and another material attached by means of connectors formed in the section made of steel | |
AU2014206512B2 (en) | Reinforcing structure for concrete column | |
EP3656942A1 (en) | Structure and method for connecting a composite insulation exterior wall panel and a steel structural beam-column | |
US20190383015A1 (en) | Grid structure and method for producing a grid structure | |
US1939417A (en) | Concrete reenforcing and tying means | |
EP3540142B1 (en) | Tie | |
JP6359250B2 (en) | Reinforcing bar structure and construction method of reinforcing bar structure | |
JP6359249B2 (en) | Reinforcing bar structure and construction method of reinforcing bar structure | |
EP3524747A1 (en) | Tie and sandwich building element | |
CN102852279B (en) | A kind of prestressed reinforced concrete composite beam of convex-concave superposed surfaces | |
KR20130102027A (en) | Prefabricated steel frame with hoop reinforcement for composite member of steel and concrete | |
KR101533393B1 (en) | Cable Trays | |
US9121170B2 (en) | Framework for structural use | |
TW201420848A (en) | Steel structure for reinforced concrete wall panel and method thereof | |
CN110485631A (en) | There is the pretensioned prestressing precast beam of anchor head in a kind of end | |
CN205153320U (en) | Area is from anchor's prestressing steel | |
CN209457268U (en) | Steel reinforced concrete combines flat column | |
US20150047294A1 (en) | Motor-Line Reinforcement for Strengthening Brick or Block Walls | |
CN105256950A (en) | Prestressed reinforcement with self-anchoring parts | |
KR100821968B1 (en) | Wiremash | |
JP2011219968A (en) | Arch-shaped truss | |
US9394682B2 (en) | Masonry anchor | |
CN109868920B (en) | Connection structure of T-shaped superimposed shear wall edge member | |
KR102203621B1 (en) | Hoop bar locking device |
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 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED |
|
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 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: EXAMINATION IS IN PROGRESS |
|
17P | Request for examination filed |
Effective date: 20200317 |
|
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 |
|
17Q | First examination report despatched |
Effective date: 20200422 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
INTG | Intention to grant announced |
Effective date: 20201110 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE PATENT HAS BEEN GRANTED |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 1377073 Country of ref document: AT Kind code of ref document: T Effective date: 20210415 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602019003479 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: TRGR |
|
REG | Reference to a national code |
Ref country code: NO Ref legal event code: T2 Effective date: 20210331 |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 Effective date: 20210520 |
|
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: 20210630 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: 20210331 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: 20210331 |
|
REG | Reference to a national code |
Ref country code: EE Ref legal event code: FG4A Ref document number: E021032 Country of ref document: EE Effective date: 20210628 |
|
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: 20210331 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20210331 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20210331 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: 20210331 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: 20210331 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20210731 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: 20210331 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: 20210331 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: 20210802 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602019003479 Country of ref document: DE |
|
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: 20210331 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: 20210331 |
|
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: 20220104 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20210731 |
|
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: 20210331 |
|
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: 20210331 |
|
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: 1377073 Country of ref document: AT Kind code of ref document: T Effective date: 20210331 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20220228 |
|
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: 20220206 |
|
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: 20220228 |
|
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: 20220228 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220206 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220228 |
|
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: 20220228 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230519 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20230206 |
|
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: 20230206 |
|
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: 20230206 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LT Payment date: 20240119 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20240219 Year of fee payment: 6 |
|
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: 20210331 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: 20210331 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: EE Payment date: 20240223 Year of fee payment: 6 Ref country code: DE Payment date: 20240219 Year of fee payment: 6 |
|
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: 20190206 |
|
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: 6 Ref country code: PL Payment date: 20240119 Year of fee payment: 6 Ref country code: NO Payment date: 20240221 Year of fee payment: 6 Ref country code: LV Payment date: 20240216 Year of fee payment: 6 Ref country code: DK Payment date: 20240219 Year of fee payment: 6 |