EP2526243A1 - Ceiling formwork beam and formwork element having a beam - Google Patents
Ceiling formwork beam and formwork element having a beamInfo
- Publication number
- EP2526243A1 EP2526243A1 EP11701071A EP11701071A EP2526243A1 EP 2526243 A1 EP2526243 A1 EP 2526243A1 EP 11701071 A EP11701071 A EP 11701071A EP 11701071 A EP11701071 A EP 11701071A EP 2526243 A1 EP2526243 A1 EP 2526243A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- support
- carrier
- formwork
- slab formwork
- slab
- 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
- 238000009415 formwork Methods 0.000 title claims abstract description 65
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 6
- 239000010959 steel Substances 0.000 claims abstract description 6
- 238000009416 shuttering Methods 0.000 claims description 13
- 239000000969 carrier Substances 0.000 claims description 5
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 229920002430 Fibre-reinforced plastic Polymers 0.000 claims description 2
- 239000011151 fibre-reinforced plastic Substances 0.000 claims description 2
- 230000002349 favourable effect Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000013383 initial experiment Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000010409 ironing Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
Definitions
- the following invention relates to a slab formwork support and a formwork element with at least one support.
- slab formwork beams can be used on the one hand for placing shuttering panels. Further, they may be suitably provided with a surface suitable as a formwork so as to be narrow, strip-like
- Shuttering elements act.
- one or more carriers in a formwork element such. B. a shuttering panel be integrated and be provided here at the edges and / or between the edges as a cross member.
- the invention has for its object to provide an improved in terms of handling on the slab formwork carrier and a shuttering element equipped therewith.
- this preferably consists at least partially of metal, in particular steel, but can be any other
- suitable material such as wood, aluminum or
- steel beams is a particular challenge in the carrier or more such carriers that can be integrated into a formwork element continues
- the carrier should save as much weight as possible while at the same time meeting the requirements imposed on the strength. This is achieved according to the invention by one or more of the measures described below.
- the carrier may be curved at least slightly in the direction of the concrete to be filled. This essentially means a certain "bias" in the direction of
- the curvature described may be formed as a uniform curvature and may be on the order of a few millimeters, depending on the length of the carrier, for example, about 4 millimeters.
- the slab formwork support according to the invention may have openings whose size and / or shape and / or Alignment and / or distribution over the length of the
- the carrier is provided with openings which are either increasingly smaller and / or less in the central region.
- the openings over the entire carrier can have a substantially constant shape, for example circular, but become smaller towards the middle.
- the shape and / or orientation of the openings in the direction of the center changed in such a way that a smaller weakening occurs here.
- At least one end area This can be done, for example, that the carrier, the in a
- Sectional view gives the impression of a "portrait” arrangement, in the middle area “higher” and thus more stable than in peripheral areas. This also allows the strength over the entire length, especially in the middle region be guaranteed, and at the same time, especially at the edges to save weight.
- brackets be mounted on different sides, so that they are in use largely vertically to different Extend sides of the formwork support.
- By mutually directed, but offset by the length of the bottom projections or hooks of the bracket can for example in two
- Wooden formwork beams are used. So far, it has been known to provide formwork supports laterally strip-shaped projections over substantially the entire length of the carrier, which have at its end an increase, so that the
- Ceiling formwork on its own advantages, but it can be integrated in an advantageous manner in a formwork element, in particular panel, and such an element may comprise a plurality of slab formwork according to the invention, so that the advantages described in
- Shroud support is further preferred to be provided at at least one end with at least two supports directed in the same (usually vertical) direction, arranged at different vertical heights, so that the support on at least two different horizontal levels on other elements Ceiling formwork system can be placed.
- the formwork support is arranged substantially horizontally in use, but it is also conceivable that the use position of the formwork support is vertical, and thus that different positions are possible in the lateral direction.
- the formwork beam described herein is not necessarily always provided as slab formwork, but it can be used as any formwork support. In any case, at least two supports directed in the same direction ensure that the
- Shuttering support according to the invention particularly versatile
- Wood insert is nailbar, consists by the directed in the same direction the advantage that these
- Nailability is for use on the two (or more) horizontal levels.
- the supports provided on at least two vertical heights can be used particularly well if a grid of several carriers is to be formed.
- the “higher 1 " support By using the “higher 1 " support, several formwork beams can be laid on a first, lower one
- Slab formwork slab according to the invention thereby as "transitional support”, for example, to areas where another slab formwork system is used, or as “edge support”, for example, to existing walls out, use here to the "right" level of the formwork
- Slab formwork carrier proved to be advantageous when the higher support is located closer to the end of the slab formwork carrier, as the lower support.
- the "height" of the slab formwork carrier decreases towards the end, which is similar to that already described above
- Form change of the carrier along its length is accompanied, and In addition, it ensures a simple procedure when hanging up.
- At least one support is sleeve-shaped. Such a shape forms a largely vertical
- the cavity described is limited to at least three, preferably four sides in the horizontal direction and / or provided with a rounded contour, so that a particularly good interaction with round pins, such as a column head, is possible.
- the two supports in the closed state of the lower support are substantially aligned with each other.
- Shuttering element in particular a -paneel solved with at least one carrier in one of the preceding embodiments. This makes it possible to use the advantages described in an advantageous accumulation of a formwork element. In accordance with the spirit of the invention, namely to meet the strength requirements and
- At least two existing carrier, in particular between edge beams transversely extending carrier to be spaced less in a central region of the panel than in end regions.
- the particularly loaded middle region can be reinforced in some way, while weight is saved in the end regions.
- Shuttering element proved to be particularly favorable, in which any edge support are not curved, and this measure is used only for the particularly stressful cross member between the edge beams.
- Fig. 1 is a schematic view of a in a
- Fig. 2 shows another embodiment of a
- Fig. 3 shows a still further embodiment of a
- Fig. 1 is exaggerated in a side view and in view of the curvature of an inventive carrier 10, which is integrated in the example shown in a formwork element, of which, however, only edge profiles 12 are shown.
- an inventive carrier 10 which is integrated in the example shown in a formwork element, of which, however, only edge profiles 12 are shown.
- FIG. 1 may in particular be one of possibly a plurality of such cross members, which are at least partially curved in the manner described, while this need not necessarily be provided for the edge supports or profiles 12.
- openings 14 are shown which are unevenly distributed over the length of the carrier.
- openings 14 are changed according to an alternative inventive measure, but which can be combined with the curvature shown in Fig. 1, over the course of the carrier 20 in terms of their size.
- the openings become smaller toward the center and are complete in the middle region in the embodiment shown
- End regions A are made less "high" than in a central region, and at the ends are supports 32.
- Over the course of the support 30 is further provided with openings whose shape, orientation and distribution over the length
- openings are provided in the end regions in the form of a respective comparatively flat triangle whose corners are rounded with different radii
- two sides of the triangle are provided
- Elliptical or oval openings and / or openings in any of the shapes described above may be substantially vertically aligned with the center of the carrier as shown, and may be substantially horizontally aligned further toward the center. In the middle of the carrier are also found circular openings. Overall, for the example shown a particular distribution, shape and orientation change of the openings could be found that weight can be saved and at the same time the strength over the entire course of the wearer
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE201010001041 DE102010001041A1 (en) | 2010-01-20 | 2010-01-20 | Slab formwork support and formwork element with a support |
PCT/EP2011/050664 WO2011089149A1 (en) | 2010-01-20 | 2011-01-19 | Ceiling formwork beam and formwork element having a beam |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2526243A1 true EP2526243A1 (en) | 2012-11-28 |
EP2526243B1 EP2526243B1 (en) | 2014-12-24 |
Family
ID=43761952
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11701071.0A Active EP2526243B1 (en) | 2010-01-20 | 2011-01-19 | Formwork element having a beam |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP2526243B1 (en) |
DE (1) | DE102010001041A1 (en) |
ES (1) | ES2532390T3 (en) |
WO (1) | WO2011089149A1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102012206353A1 (en) | 2012-04-18 | 2013-10-24 | Doka Industrie Gmbh | Lifting device for slab formwork elements and method |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2386161A (en) * | 1943-05-24 | 1945-10-02 | Bryant & Son Ltd C | Temporary support for use in casting concrete floors and similar purposes |
US2727281A (en) * | 1951-08-07 | 1955-12-20 | Cruciani Eusebio | Centering for construction of arches |
DE1818217U (en) * | 1960-06-07 | 1960-09-15 | Wuppermann Gmbh Theodor | CUP OR SIMILAR PROFILE, IN PARTICULAR FOR FORMWORK BEAM. |
US4569501A (en) * | 1984-05-29 | 1986-02-11 | Economy Forms Corporation | Cambered truss header for a shoring structure |
ES2196951B1 (en) * | 2001-04-18 | 2004-10-16 | Ingenieria De Encofrados Y Servicios, S.L. | RECOVERY FORMWORK. |
ITPN20050085A1 (en) * | 2005-11-28 | 2007-05-29 | Ezio Sedran | PLASTIC BEAM FOR THE CREATION OF HORIZONTAL CONSTRUCTION STRUCTURES. |
DE102007026499B3 (en) * | 2007-06-05 | 2009-02-05 | Peri Gmbh | Support element for a concrete formwork with device for automatic compensation of bending deformations |
-
2010
- 2010-01-20 DE DE201010001041 patent/DE102010001041A1/en not_active Ceased
-
2011
- 2011-01-19 WO PCT/EP2011/050664 patent/WO2011089149A1/en active Application Filing
- 2011-01-19 EP EP11701071.0A patent/EP2526243B1/en active Active
- 2011-01-19 ES ES11701071.0T patent/ES2532390T3/en active Active
Non-Patent Citations (1)
Title |
---|
See references of WO2011089149A1 * |
Also Published As
Publication number | Publication date |
---|---|
WO2011089149A1 (en) | 2011-07-28 |
DE102010001041A1 (en) | 2011-07-21 |
EP2526243B1 (en) | 2014-12-24 |
ES2532390T3 (en) | 2015-03-26 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2443299B1 (en) | Drophead for a ceiling formwork system and ceiling formwork system | |
EP3440285B1 (en) | Ceiling formwork system and method for erecting such a ceiling formwork system | |
EP3896240A1 (en) | Scaffolding | |
EP3599323B1 (en) | Bearing head comprising a clamping device and corresponding ceiling formwork system | |
EP3712353A1 (en) | Holder for supporting a railing component on a ceiling formwork panel | |
DE102015223773A1 (en) | Column head, ceiling support and slab formwork with such a ceiling support | |
DE102012214396A1 (en) | Wall formwork with connection device | |
EP2798133B1 (en) | Panel for a system ceiling formwork, and a system ceiling formwork | |
DE2758992A1 (en) | Anchor bolt for lifting concrete slab - is headed to permit slotted plate of lifting eye to slide underneath | |
CH718496B1 (en) | elevator mounting anchor. | |
EP2526243B1 (en) | Formwork element having a beam | |
EP2772418B1 (en) | Means to widen a transport device, and transport device | |
EP3032002A1 (en) | Climbing console and lagging member for such | |
DE202022102656U1 (en) | Support structure for constructing the platform canopy | |
DE102010001044B4 (en) | Slabs element | |
DE102020109531B3 (en) | Formwork system | |
EP2570568B1 (en) | Drop head for a ceiling formwork system and method for removing ceiling formwork elements | |
CH707894B1 (en) | Railing for mounting on the edge of a wall. | |
AT513425B1 (en) | Chalkboard with plastic shell | |
EP3260615B1 (en) | Connection element for components which introduce load | |
AT410997B (en) | SPACER FOR DOUBLE HANGING CHAINS | |
AT516264B1 (en) | Support for connection to a plate element | |
DE102010034733B4 (en) | Wall construction for a squash court and squash court | |
EP2295668A1 (en) | Distancer for a reinforcement in reinforced concrete construction | |
DE102022114668A1 (en) | Reinforcement 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 |
|
17P | Request for examination filed |
Effective date: 20120713 |
|
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 |
|
DAX | Request for extension of the european patent (deleted) | ||
17Q | First examination report despatched |
Effective date: 20140424 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20140716 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: DOKA GMBH |
|
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 |
|
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: AT Ref legal event code: REF Ref document number: 703231 Country of ref document: AT Kind code of ref document: T Effective date: 20150115 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502011005381 Country of ref document: DE Effective date: 20150219 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2532390 Country of ref document: ES Kind code of ref document: T3 Effective date: 20150326 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: VDEP Effective date: 20141224 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20141224 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: 20141224 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: 20150324 |
|
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: 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: 20141224 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: 20141224 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: 20141224 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: 20150325 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: 20141224 |
|
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: 20141224 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20141224 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: 20141224 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: 20141224 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: 20141224 |
|
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: 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: 20141224 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: 20150424 Ref country code: LU 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: 20150119 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502011005381 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141224 |
|
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: 20150131 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150131 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: 20141224 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20150324 |
|
26N | No opposition filed |
Effective date: 20150925 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 6 |
|
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: 20150119 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150324 |
|
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: 20141224 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20141224 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 7 |
|
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: 20141224 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: 20110119 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: 20141224 |
|
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: 20141224 |
|
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: 20150424 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150131 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 8 |
|
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: 20141224 |
|
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: 20141224 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20230123 Year of fee payment: 13 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: TR Payment date: 20230117 Year of fee payment: 13 Ref country code: IT Payment date: 20230131 Year of fee payment: 13 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230517 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20240216 Year of fee payment: 14 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20240118 Year of fee payment: 14 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20240119 Year of fee payment: 14 |