EP3327215A1 - Façade à poteau-traverse - Google Patents
Façade à poteau-traverse Download PDFInfo
- Publication number
- EP3327215A1 EP3327215A1 EP17197366.2A EP17197366A EP3327215A1 EP 3327215 A1 EP3327215 A1 EP 3327215A1 EP 17197366 A EP17197366 A EP 17197366A EP 3327215 A1 EP3327215 A1 EP 3327215A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- post
- screw
- carrier
- bolt
- side wall
- 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
- 239000000463 material Substances 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 239000000969 carrier Substances 0.000 description 5
- 238000005553 drilling Methods 0.000 description 5
- 239000011521 glass Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000012050 conventional carrier Substances 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
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
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
- E04B2/967—Details of the cross-section of the mullions or transoms
Definitions
- the present invention relates to a mullion and transom façade according to the preamble of claim 1 and claim 2, respectively.
- supports for the surface elements are used to accommodate the load-bearing loads of the surface elements, which may be, for example, glass panes, in the mullion and transom construction. It is customary to attach the carrier to the horizontally arranged bars.
- a conventional carrier takes up about 500 kg of the weight of the surface element.
- this object is achieved by a mullion and transom facade with the characterizing features of claim 1.
- the projection is an additional support, so that overall with the carrier tends to be larger loads can be accommodated.
- this object is also achieved by a mullion-transom facade with the characterizing features of claim 2.
- a wall thickness allows the inclusion of high loads that can be introduced through the surface element on the carrier in the bar.
- the screw has a conical cross section. It has been found that a conical cross section can also contribute to increasing the load-bearing capacity of the mullion-transom façade, in particular the screw channel is thus statically reinforced for vertical load-bearing loads.
- the carrier with at least one screw preferably a plurality of screws, is attached to the screw. It has been found that several screw connections can also contribute to increasing the load-carrying capacity of the mullion-transom façade.
- the carrier has a portion which rests in the mounted state of the carrier on the screw. This measure can contribute to a further increase in the load-bearing capacity of the mullion-transom façade.
- the carrier has a portion which is disposed between a projection of the bolt and the screw, in particular a screw channel wall, preferably the first screw channel wall. This measure can contribute to a further increase in the load-bearing capacity of the mullion-transom façade.
- the carrier is equipped with a screw for attaching a retaining strip by means of screws.
- a retaining strip for further fixing of the surface element can be attached directly to the carrier, in particular when the pitch of the screws coincidentally hits the carrier.
- the retaining strip is pre-punched with a pitch of about 250mm to secure the retaining strip by means of the screws on the post or bar.
- the mullion-transom façade is equipped with at least one T-connector, wherein the T-connector is connected by means of at least one screw to the post and by means of at least one screw with the bolt wherein the T-connector has at least one bolt which engages in a bore of the post.
- This measure in particular the at least one bolt, can contribute to a further increase in the load-bearing capacity of the mullion and transom façade, in particular the at least one bolt can contribute to reducing the bearing stress in the mullion profile.
- two bolts are used per T-connector.
- the bolt consists of a high-strength material, such as V2A steel. This measure can contribute to a further increase in the load-bearing capacity of the mullion-transom façade.
- a post-and-beam façade according to the invention essentially comprises at least one post 1, at least one bar 2, at least one carrier 3 and at least one planar element 4, for example a glass pane.
- the post-and-rail facade according to the invention comprises a plurality of the aforementioned components which form a truss structure, which in turn can be used as a facade in front of a building wall. is mounted.
- the bolt 2 in a mounted state generally run horizontally, while the posts 1 are perpendicular.
- the carrier 3 are usually attached to the bars and the surface elements 4 are mounted in the forming infills and stand there on the carriers 3.
- the posts 1, as well as the bars 2, are generally elongate hollow profiles, preferably with a substantially rectangular cross-section.
- the latch 2 has at least one side wall, preferably a first side wall 21, a second side wall 22, a third side wall 23 and a fourth side wall 24.
- first side wall 21 and the third side wall 23 are perpendicular and the second side wall 22 and the fourth side wall 24 are horizontal.
- first side wall 21 and the third side wall 23 are to form the shorter sides and the second side wall 22 and the fourth side wall 24 form the longer sides.
- Preferred material for the posts 1 and 2 bars is aluminum. Conceivable, however, are other materials, such as plastic or steel.
- the bolt 2 has a screw channel 25 for connecting the carrier 3.
- the screw channel 25 generally runs in the longitudinal direction of the bolt 2 and comprises a first screw channel wall 251 and a second screw channel wall 252, which form a groove 253 between them, into which screws 36 can be screwed.
- the groove 253 is provided with grooves in the longitudinal direction, so that the screws have a better grip here.
- the screw channel 25 is preferably arranged on a side wall, in particular of the first side wall 21, or is formed out of a side wall, in particular of the first side wall 21.
- the carrier 3 is preferably designed as an elongated profile, but generally does not have the same length as the bolt 2, to which the carrier 3 is connected. Rather, the carrier 3 is preferably arranged locally, so that a plurality of carriers 3, preferably two carriers 3, are attached to a bolt 2 in the longitudinal direction can.
- the carrier 3 has a support 31 as a connection for the surface element 4.
- the carrier 3 is preferably fastened to the bolt 2, in particular the screw channel 25, by means of at least one screw, preferably a plurality of screws.
- the carrier 3 preferably has at least one bore 32 for passing through the screw 36 or a similar fastening means.
- the carrier has more than one bore, in particular three holes, which can be used according to Hin trimstecken screws or for screwing the carrier 3 with a corresponding number of screws on the bolt, in particular the screw 25.
- the carrier has a projection 33, which engages in the threaded channel 25 in an assembled state of the carrier.
- the projection 33 is an additional support, so that a total of the carrier 3 tends to be larger loads can be accommodated.
- the carrier 3 may further comprise a portion 34 which rests on the screw channel 25, preferably the first screw channel wall 251, in the mounted state of the carrier.
- the carrier 3 may have a portion 35 which is arranged between a projection 26 of the bolt 2 and a screw channel wall, preferably the first screw channel wall 251.
- the screw channel 25 may be configured with respect to the configuration of its cross section preferably conical.
- the first screw channel wall 251 and / or the second screw channel wall 252 preferably have a slightly sloping outer contour in the direction of its free end.
- the aforementioned measures may contribute individually or in combination to increase the load bearing capacity of the carrier 3 and ultimately the mullion and transom façade.
- a T-connector 5 can also be provided in the latch 2.
- a T-connector includes a cuboid base 51.
- the T-connector is provided with at least one bore 52 for passing a screw 56 therethrough.
- a plurality of bores 52 may be provided in order to be able to pass through a plurality of screws 56 through the T-connector.
- at least one threaded bore 53 is provided. Again, several threaded holes 53 may be provided to screw in accordance with several screws can.
- the bore (s) 52 and the threaded bore (s) 53 are aligned at a right angle to each other.
- the T-connector may further be equipped with at least one bolt 54, preferably made of a high-strength material, in particular V2A steel.
- the at least a bolt 54 is pressed into a bore 55.
- This bore 55 may be preferably provided with cross-section narrowing bulges before the pressing of the bolt 54, which produce a slightly smaller cross-section than the cross section of the bolt 54. In this way, a non-positive connection between the base body 51 and pin 54 can be produced.
- T-connector in particular with the aforementioned embodiments, can contribute to increasing the load capacity of the entire mullion-transom façade.
- the vertical post 1 has at a suitable location at least one bore 11 into which the at least one bolt 54 of a T-connector 5 can be inserted.
- two holes 11, corresponding to the preferably two bolts 54 of the T-connector 5 are provided at a suitable location.
- the T-connector 5 is inserted and screwed to the post 1 by means of at least one, preferably three, through the respective holes pushed through screws 56.
- two T-connectors 5 are attached per latch and side so that the latch can be slipped onto the protruding T-connectors.
- the bolt 2 is in turn provided with at least one bore 27, preferably a plurality of bores, which correspond to the at least one threaded bore 53, preferably the threaded bores, of the T-connector 5.
- the bolt 2 is fixed to the post 1.
- the or the bolts dip into the holes 11 provided.
- the bolt or bolts 54 contribute to the fact that large loads can be derived from the bolt 2 in the post 1.
- the area around the bore 11 for the bolt 54 is reinforced by at least one profile nose 12.
- the carrier or carriers 3 are positioned accordingly and at least one screw 36 or screws are inserted into the at least one bore 32 or the bores for the passage of screws and screwed into the screw channel 25 of the bolt 2.
- the projection 33 engages in the screw 25 and preferably lies on the second screw channel wall 252.
- the carrier 3 may also be equipped with a screw 37 for connecting a retaining strip 6.
- the retaining strip 6 can be secured with appropriate screws 38 on the support 3.
- post-and-rail facade according to the invention can be equipped with seals 7.
- the surface elements 4 are introduced and placed on the mounted carriers 3.
- the surface elements 4 can be taken up with a very high weight by a combination of the measures described above.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102016122687.4A DE102016122687A1 (de) | 2016-11-24 | 2016-11-24 | Pfosten-Riegel-Fassade |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3327215A1 true EP3327215A1 (fr) | 2018-05-30 |
EP3327215B1 EP3327215B1 (fr) | 2021-10-06 |
Family
ID=60143632
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP17197366.2A Active EP3327215B1 (fr) | 2016-11-24 | 2017-10-19 | Façade à poteau-traverse |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP3327215B1 (fr) |
DE (1) | DE102016122687A1 (fr) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0375089A1 (fr) * | 1988-12-22 | 1990-06-27 | MANNESMANN Aktiengesellschaft | Support de traverses pour murs rideaux |
EP0402098A1 (fr) * | 1989-06-05 | 1990-12-12 | Richard Lewis Stoakes | Structure de parois |
DE29603707U1 (de) * | 1996-02-29 | 1996-04-18 | Raico Bautechnik GmbH, 87746 Erkheim | Metallfassade |
EP1555377A2 (fr) * | 2004-01-15 | 2005-07-20 | SCHÜCO International KG | Dispositif de support et d'espacement |
EP2725159A1 (fr) * | 2012-08-03 | 2014-04-30 | Alcoa Aluminium Deutschland, Inc. | Dispositif de support, procédé de fabrication d'un dispositif de support et utilisation d'un dispositif de support au niveau d'un mur rideau |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB8505155D0 (en) * | 1985-02-28 | 1985-04-03 | Stoakes R L | Structural assemblies |
-
2016
- 2016-11-24 DE DE102016122687.4A patent/DE102016122687A1/de not_active Withdrawn
-
2017
- 2017-10-19 EP EP17197366.2A patent/EP3327215B1/fr active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0375089A1 (fr) * | 1988-12-22 | 1990-06-27 | MANNESMANN Aktiengesellschaft | Support de traverses pour murs rideaux |
EP0402098A1 (fr) * | 1989-06-05 | 1990-12-12 | Richard Lewis Stoakes | Structure de parois |
DE29603707U1 (de) * | 1996-02-29 | 1996-04-18 | Raico Bautechnik GmbH, 87746 Erkheim | Metallfassade |
EP1555377A2 (fr) * | 2004-01-15 | 2005-07-20 | SCHÜCO International KG | Dispositif de support et d'espacement |
EP2725159A1 (fr) * | 2012-08-03 | 2014-04-30 | Alcoa Aluminium Deutschland, Inc. | Dispositif de support, procédé de fabrication d'un dispositif de support et utilisation d'un dispositif de support au niveau d'un mur rideau |
Also Published As
Publication number | Publication date |
---|---|
EP3327215B1 (fr) | 2021-10-06 |
DE102016122687A1 (de) | 2018-05-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE102005044980B4 (de) | Stoßverbinder für Holz-/Aluminiumfassaden | |
EP1840315B1 (fr) | Construction de cadre | |
EP1580343A2 (fr) | Élément pour le joint d'about de profilés | |
DE202012104033U1 (de) | Haltevorrichtung für eine Brüstungs- oder Geländerplatte sowie Geländer oder Brüstung mit Scheibe | |
DE202014106053U1 (de) | Geländersystem | |
DE102019132571A1 (de) | Profilsystem zur Bildung eines Untertragrahmens für die Aufnahme von Bodenbelägen und Anschlusselement | |
EP2687651B1 (fr) | Procédé de réglage et/ou de fixation des pates ou poutres en bois et structure conçue grâce à ce procédé | |
EP3327215B1 (fr) | Façade à poteau-traverse | |
DE69602609T2 (de) | Konstruktionssystem von kaltgeformten teilen mit regelmässig gewellten rändern, und verbindungs- und befestigungselementen in zusammenhang mit diesen | |
EP0814215B1 (fr) | Système de façades et de système de fixation | |
DE19513623A1 (de) | Hohlprofil-Metallgerüst | |
EP1342861B1 (fr) | Dispositif de fixation | |
EP4012132B1 (fr) | Raccord en t pour montants et traverses et montants et traverses dotcomprenant un tel raccord en t | |
DE102020106891B4 (de) | T-Verbindung zwischen einem Pfosten- und Riegelprofil und Pfosten-Riegel-Konstruktion mit einer derartigen T-Verbindung | |
DE10349791A1 (de) | Verbindung zwischen einem Pfosten und wenigstens einem Riegel einer Pfosten-Riegel-Fassade aus Holz oder Holzmaterial sowie Verbinder für eine solche Verbindung | |
DE202017102916U1 (de) | Profilelement zur lastübertragenden Verbindung mit einer Abschattungseinrichtung und mit einem integrierten Zugelement | |
DE10229272A1 (de) | Stoßverbinder zum winkeligen Verbinden von Hohlprofilen | |
DE9404270U1 (de) | Pfosten | |
DE9417938U1 (de) | Hohlprofilelement sowie daraus aufgebautes Geländer | |
DE102022001666A1 (de) | Fassadenbefestigungsanordnung | |
DE9306516U1 (de) | Rahmenkonstruktion insbesondere für Fassadenverkleidungen | |
DE102020002251A1 (de) | Verbindungselement für den Anschluss zweier Holzbauteile | |
EP1744066B1 (fr) | Cadre aussi bien que des tiges pour un cadre | |
EP4012131A1 (fr) | Dispositif de fixation et procédé d'alignement et de fixation d'un profilé de poteau d'une construction à poteaux et à traverses | |
DE202019002172U1 (de) | Anschlussplatte zur Halterung einer Platte |
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 |
|
17P | Request for examination filed |
Effective date: 20181105 |
|
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 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: EXAMINATION IS IN PROGRESS |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: EXAMINATION IS IN PROGRESS |
|
17Q | First examination report despatched |
Effective date: 20201120 |
|
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: 20210419 |
|
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 Free format text: NOT ENGLISH |
|
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: 1436365 Country of ref document: AT Kind code of ref document: T Effective date: 20211015 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502017011651 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG9D |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20211006 |
|
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: 20211006 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: 20211006 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: 20211006 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: 20220106 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: 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: 20220206 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: 20211006 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: 20220207 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: 20211006 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: 20220106 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: 20211006 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: 20211006 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: 20211006 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: 20220107 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: 20211006 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20211031 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502017011651 Country of ref document: DE |
|
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: 20211006 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: 20211006 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: 20211006 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: 20211006 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20211019 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: 20211006 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: 20211006 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: 20211006 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20211031 |
|
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: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20211031 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20211031 |
|
26N | No opposition filed |
Effective date: 20220707 |
|
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: 20211019 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: 20211006 |
|
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: 20211006 |
|
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: 20211006 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: 20171019 |
|
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: 20211006 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 1436365 Country of ref document: AT Kind code of ref document: T Effective date: 20221019 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20231025 Year of fee payment: 7 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20221019 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20231023 Year of fee payment: 7 Ref country code: DE Payment date: 20231024 Year of fee payment: 7 |
|
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: 20211006 |