EP2455563A2 - Embout destiné au montage frontal sur un étai ainsi que procédé - Google Patents

Embout destiné au montage frontal sur un étai ainsi que procédé Download PDF

Info

Publication number
EP2455563A2
EP2455563A2 EP11186494A EP11186494A EP2455563A2 EP 2455563 A2 EP2455563 A2 EP 2455563A2 EP 11186494 A EP11186494 A EP 11186494A EP 11186494 A EP11186494 A EP 11186494A EP 2455563 A2 EP2455563 A2 EP 2455563A2
Authority
EP
European Patent Office
Prior art keywords
tube
prop
inner tube
head piece
headpiece
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
Application number
EP11186494A
Other languages
German (de)
English (en)
Other versions
EP2455563A3 (fr
EP2455563B1 (fr
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Huennebeck Deutschland GmbH
Original Assignee
Harsco Infrastructure Services GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Harsco Infrastructure Services GmbH filed Critical Harsco Infrastructure Services GmbH
Publication of EP2455563A2 publication Critical patent/EP2455563A2/fr
Publication of EP2455563A3 publication Critical patent/EP2455563A3/fr
Application granted granted Critical
Publication of EP2455563B1 publication Critical patent/EP2455563B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • E04G11/483—Supporting heads
    • 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
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
    • 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
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/061—Shores or struts; Chocks telescopic with parts held together by positive means by pins
    • 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
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut

Definitions

  • the invention relates to a head piece for frontally placing on a prop and a set with the head piece and a prop and a method.
  • Braces or vertical tubes in particular hschreibenveriellbare so-called “telescopic vertical tubes” are used for setting up slab formwork, shoring or scaffolding.
  • Vertical pipes are used z, B, for formwork, as scaffolding pipe as part of a so-called modular scaffold (spatial structure) or as part of a vertical frame in facade scaffolding.
  • modular scaffold spatialal structure
  • facade scaffolding it is often necessary to adapt the individual vertical tubes or the vertical frame formed thereon to the course of the substrate, for example to an inclined floor or steps.
  • the supports For slab formwork, the supports must assume a predetermined defined height, Therefore, the telescopic vertical tubes on an outer tube and an inner tube which is slidable and fixable for length and height adjustment in the outer tube and thus telescopic, this height adjustment can be done by moving the inner tube in stages or continuously, for example, through inserted in through holes Tenon or thread.
  • Propellers have to increase the footprint on the front side of a head or foot plate at one or both free ends. This is used to increase the footprint, so that a lower contact pressure against the counter surface, for example, a floor, a ceiling or a wall results, Without foot plate, the vertical tube would possibly press into the ground or it could be settling movements under load
  • the top plate can directly carry a load and / or be connected to this example by screws, nails.
  • the top plate can also be a so-called head piece, z. B. drop head or clevis, carry, This allows a certain load application of a load, eg. B. Formwork, in the prop,
  • the headrest is placed above the frontally on the prop, the headpiece above a specially shaped connection device for supporting the overhead load and below includes a downwardly extending inner tube for insertion into the pipe of the prop.
  • the head is on suitable surfaces on the top plate, so that the vertical loads are introduced into the prop on the top plate, Because of the construction site typical environmental conditions is always to be expected with pebbles, buildup, sand, etc., which is why the connection headstock prop is subject to play. It follows that the connection is not well defined, e.g.
  • the inner tube may be obliquely or eccentrically to the prop tube.
  • the load transfer is therefore undefined and the calculated static of the prop is no longer valid. Therefore, such a connection must be oversized, so unnecessarily expensive to be interpreted,
  • the head piece according to the invention for frontally placing on a prop with a pipe initially comprises above a connection device for supporting an overhead load, this is a kind of transition piece, which is connected to the respective load, for. B. formwork beams or stringers adapted.
  • a connection device for supporting an overhead load this is a kind of transition piece, which is connected to the respective load, for. B. formwork beams or stringers adapted.
  • Below the connecting device extends down an inner tube for insertion into the pipe of the prop.
  • the inner tube can also be very long trained as alignment so that an inclination is prevented.
  • fixing means for. B. in the form of a through hole in the inner tube of the head piece, provided for the positive play-related connection of the inner tube in the pipe of the prop.
  • An inner tube is here to be understood functionally: It serves to center and at least partially fix the head piece in some directions. It can therefore also another geometry, for. B. rectangular profile or octagonal profile or be a solid solid profile. Furthermore, it is expressly under the invention, the inversion, d. H. the head piece can also have a tube with a larger diameter than the pipe of the prop and cap-like be placed on the prop.
  • this defined load introduction can be effected simply by providing clamping means for the backlash-free pretensioning of the head piece and the supporting post connected by means of the fixing means.
  • Clamping means are all measures by which a biasing can be effected, for. B.Gewinde or wedges.Keile could z. B. from the side between the top plate and a corresponding counter surface are driven on the head piece.
  • the biasing can be done both by pulling apart the components (pressure on fixation), as described in the embodiment, as well as by compression (train on fixation). For reasons of load, pulling apart is preferred.
  • the inner tube can now be shorter; Nevertheless, an inclination is prevented.
  • telescoping props are known in which the height adjustment initially a coarse adjustment of the length can be done in stages by inserted into aligned through holes through the inner and outer tube pins. This is a coarse adjustment.
  • a stepless adjustment by means of thread is provided.
  • the skilled person knew a thread only for length adjustment but not for pre-tensioning, even though the thread and bolt connections have been available on props for about 50 years.
  • a threaded nut is provided as a clamping means, which is screwed along the at least partially formed as a threaded spindle inner tube in its axial direction.
  • the structure is simple, especially since construction site suitable threaded spindles and nuts are available in a standardized manner.
  • threaded nut, threaded spindle and the fixing means are designed and arranged in such a way that the biasing is possible.
  • the threaded nut has a lower plate which extends in a plane perpendicular to the longitudinal axis of the inner tube, which client as an abutment to the top plate.
  • a defined placement is facilitated if the lower plate has defined contact surfaces or ridges for seating on the top plate. This can be a particular be circumferential, possibly only partially circumferential, downwardly facing annular land.
  • the threaded nut preferably has gripping pieces pointing away from the longitudinal axis, which are such that pretensioning without tools is possible. The handling is facilitated and there is no tool must be kept.
  • a through hole in the inner tube is provided as fixing means, which is designed and arranged such that it can be brought into alignment with a corresponding through hole in the pipe of the prop when inserting the Kopt Publishedes in the tube.
  • the simple measures allow a playful fixation and used in construction proven connection techniques.
  • a guide for. Example, extending in the axial direction tongue and groove geometry, which requires a certain orientation of the inner tube relative to the tube during insertion of the inner tube into the tube. It is an anti-twist device to ensure that the through holes are aligned without manual turning.
  • the connecting device is formed on the head piece such that supports, profiles or receiving parts for system components can be attached thereto or fastened in order to allow a rapid assembly in a modular manner.
  • the installation can be pure laying or fixing, z. B. by screwing, tying, etc ..
  • a set is further provided with matched components, comprising the above-described head piece, a matched thereto prop with a through hole, which can be brought into alignment with the through hole in the inner tube and a bolt which is inserted through the aligned through holes under play for fixing ,
  • the connected components are preferably displaceable in the axial direction, in particular by 1 -5 mm, preferably 2-4 mm.
  • the outer diameter of the inner tube is 25 - 99 mm; the inner diameter of the tube is 30-100 mm and / or the difference between the outer diameter of the inner tube and the inner diameter of the tube is 1-5 mm, preferably 2-4 mm.
  • the prop is designed as a telescopic vertical tube, with a front head and / or foot plate at one or both free ends, wherein the head and / or foot plate a footprint for supporting the vertical support against mating surfaces, in particular a floor, ceiling or wall , having.
  • These components are available and proven in large numbers and variations. It can therefore be used to implement the invention on standard components. It only has to be adapted to the head piece according to the invention.
  • the top plate of the prop can be designed as an abutment for the threaded nut during pretensioning.
  • a telescoping vertical tube preferably has an outer tube and an inner tube displaceable therein for length or height adjustment, wherein the inner tube is in different positions in stages and / or continuously displaceable and fixable and thus telescopic.
  • This height adjustment can be done by moving the inner tube in stages, for example by pins inserted in through-holes.
  • the height adjustment and fixation can also be made continuously, for example, characterized in that the inner tube has an external thread, which is screwed into a corresponding mating thread or nut, wherein the mating thread or the nut is supported against the outer tube.
  • the inner tube may therefore be loosely inserted into the vertical tube and related to other components, such as a thread root plate.
  • a vertical tube can also be installed horizontally, z. B.
  • any prop in particular a telescopic, falls here under the term “vertical tube”.
  • the above-mentioned “pipe” the prop is formed by the outer or inner tube.
  • the support can also be set up in reverse.
  • a spindle is used as an inner tube, this may possibly only be inserted sufficiently deep into the outer tube sufficiently deep, so that the vertical tube can absorb only compressive forces in the axial direction.
  • the compressive forces are absorbed by a screwed onto the spindle nut or more generally a mating thread, which in turn is supported against the opening of the outer tube or generally against the outer tube.
  • the spindle and nut should be designed so that even with the maximum unscrewing of the spindle, this is performed adequately in the outer tube.
  • the nut preferably has wings for turning without tools.
  • the spindle can be inserted at the upper or lower end of the vertical tube and thus form a head or foot spindle.
  • Such spindles preferably comprise a head or foot plate, a threaded tube and a spindle nut. These threaded spindles are z. B. also plugged into modular scaffolding vertical handles or vertical tubes of a facade or supporting framework.
  • the vertical tube is part of a scaffolding, z. B. as scaffolding tube or as the two vertical posts in a scaffolding frame.
  • a scaffolding frame two parallel vertical tubes in the lower and upper regions of the outer tube are connected to each other by horizontal beams to form a frame.
  • So-called modular scaffolds are preferably connected by means of prefabricated system components and have corresponding connection options. This may, for example, be a system with vertical stem stakes and wedge heads on the bars and diagonals for hanging in the plates. Alternatively, this may be a system with prefabricated frames that are connected and stiffened by means of bars and diagonals.
  • FIGS. 1a-d show in this order the insertion, positioning, fixing and biasing of the head piece 5 according to the invention on a prop 1.
  • FIG. 1a has the prop 1 a top open, accessible pipe 3 with a plate-like head plate 4.
  • the head piece 5 has at the top a connecting device 52 shown only symbolically for supporting an overhead load.
  • Extending downwardly therefrom is an inner tube 51 for insertion into the tube 3 of the prop 1.
  • the inner tube 51 is present, but not mandatory, over its entire length with an external thread 53 and thus forms a threaded spindle.
  • On this a threaded nut 7 is screwed, which can thus be screwed in the axial direction up and down.
  • Handles 72 on the nut 7 facilitate manual turning.
  • the lower edge of the nut is formed by a lower plate 71, which in the present case has a circumferential downwardly pointing web 74 for producing a defined contact surface with the head plate 4 of the prop 1.
  • the inner tube 51 has a through hole 6 which can be brought into coincidence with a matching bore 61 in the prop 1. First, the inner tube 51 is inserted from above into the pipe 3 of the prop.
  • Figure 1 b shows the already patched head piece 5, which is manually held so that the two through holes 6, 61 are aligned.
  • the threaded nut 7 may have been deliberately rotated so that the lower plate 71 rests on the top plate 4.
  • a bolt 8 through the aligned holes 6, 61 are inserted.
  • a "T-bolt” is shown with a retaining clip as captive, which can snap around the tube 3. Because of the intended game between bolt 8 and the holes 6,61 and between the inner tube 51 and tube 3 of the prop results in a mobility of the components to each other.
  • the prop 1 can be rigid or telescopic.
  • FIG. 2a shows in addition a telescopic vertical tube 1 with a circular outer tube 2 and a guided therein displaceable circular inner tube 3, which is designed here as a threaded spindle.
  • the spindle 3 is thus inserted into the outer tube 2 and the height compensation can be made continuously, the thread is supported by a correspondingly shaped counter-threaded piece in the form of a manually rotatable nut 21 at the head of the outer tube 2 against the same.
  • the outer tube 2 thus carries the nut 21 with the spindle 3 screwed therein.
  • the spindle 3 which serves here only as an example of an inner tube of a telescopic vertical tube, has at its free - here upper end 31 a substantially square top plate 4 - here with rounded corners. The same applies to the lower free end 41 of outer tube 2.
  • the prop 1 can also be reversed around, z. B. be installed as a scaffold on uneven ground.
  • FIG. 2b shows another embodiment of the prop 1, which only in the mounting principle 21 of Fig. 1a different.
  • This height adjustment can be done by moving the inner tube in stages by pins inserted into aligned through holes through the inner and outer tubes. This is done coarse adjustment.
  • For fine adjustment is a stepless adjustment by means of thread, as in FIG. 1a , provided, however, only in sections, ie to bridge the area between two through holes.
  • the thread cost and production is provided only on a short section of the outer tube 2.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP11186494.8A 2010-11-19 2011-10-25 Procédé destiné au montage frontal d'un embout sur un étai Active EP2455563B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE201010044193 DE102010044193A1 (de) 2010-11-19 2010-11-19 Kopfstück zum stirnseitigen Aufsetzen auf eine Baustütze sowie Verfahren

Publications (3)

Publication Number Publication Date
EP2455563A2 true EP2455563A2 (fr) 2012-05-23
EP2455563A3 EP2455563A3 (fr) 2014-01-08
EP2455563B1 EP2455563B1 (fr) 2016-03-30

Family

ID=44860264

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11186494.8A Active EP2455563B1 (fr) 2010-11-19 2011-10-25 Procédé destiné au montage frontal d'un embout sur un étai

Country Status (3)

Country Link
EP (1) EP2455563B1 (fr)
DE (1) DE102010044193A1 (fr)
PL (1) PL2455563T3 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107780652A (zh) * 2016-08-31 2018-03-09 广东信海建筑有限公司 一种可调节支撑高度的建筑模板异型管铝合金单支顶
CN114046035A (zh) * 2021-12-23 2022-02-15 北京玖鑫晟新材料技术开发中心有限公司 一种复合型分体式脚手架可调底座
CN114104530A (zh) * 2021-12-30 2022-03-01 沃德林科环保设备（北京）有限公司 一种新型内浮顶储罐可调节高度支腿

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11891825B2 (en) * 2018-10-02 2024-02-06 Independence Materials Group, Llc Apparatus for supporting overhead structure
CN109853936B (zh) * 2019-03-19 2023-12-19 中铁五局集团贵州工程有限公司 一种用于加固顶托的装置

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1247969B (de) * 1962-04-07 1967-08-17 Friedrich Ischebeck Tiefbaustrebe
FR2205913A5 (fr) * 1972-11-03 1974-05-31 Peri Werk Schwoerer Kg Artur
FR2222870A5 (en) * 1973-03-20 1974-10-18 Koehl Ets Dismantling screw props - a groove- stud arrangement to prevent sepn of parts
DE2934806A1 (de) * 1979-08-29 1981-03-19 Friedr. Ischebeck GmbH, 5828 Ennepetal Baustrebe
DE4400360A1 (de) * 1994-01-08 1995-07-13 Gerhard Dingler Stütze
US5758854A (en) * 1997-05-06 1998-06-02 Shih; Lung-Li Steel post for supporting a molding board

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107780652A (zh) * 2016-08-31 2018-03-09 广东信海建筑有限公司 一种可调节支撑高度的建筑模板异型管铝合金单支顶
CN114046035A (zh) * 2021-12-23 2022-02-15 北京玖鑫晟新材料技术开发中心有限公司 一种复合型分体式脚手架可调底座
CN114104530A (zh) * 2021-12-30 2022-03-01 沃德林科环保设备（北京）有限公司 一种新型内浮顶储罐可调节高度支腿
CN114104530B (zh) * 2021-12-30 2024-05-24 沃德林科环保设备（北京）有限公司 一种新型内浮顶储罐可调节高度支腿

Also Published As

Publication number Publication date
PL2455563T3 (pl) 2016-09-30
EP2455563A3 (fr) 2014-01-08
DE102010044193A1 (de) 2012-05-24
EP2455563B1 (fr) 2016-03-30

Similar Documents

Publication Publication Date Title
EP3303730B1 (fr) Échafaudage comprenant un logement de retenue d'échafaudage et utilisation d'un évidement dans un montant d'échafaudage
EP2455563B1 (fr) Procédé destiné au montage frontal d'un embout sur un étai
EP2253764A2 (fr) Treillis en forme de cadre
EP2527565A1 (fr) Montant
EP3816367A1 (fr) Support de coffrage
EP2715013B1 (fr) Ensemble d'assemblage et procédé de production d'une consolidation contre la perforation, d'un renfort de force transversale supplémentaire ou d'un raccordement d'armature
EP0390098B1 (fr) jeu de pièces détachées pour balustrades
AT520975A2 (de) Verbinder
DE102017007131A1 (de) Stahlrohrstütze und Stahlrohrstützenanordnung
DE102006041211A1 (de) Befestigungsvorrichtung für Profilrohre
DE102010027890A1 (de) Mehrteiliges manschettenartiges Anschlusselement und teleskopierbares Vertikalrohr mit demselben
DE102012106997B4 (de) Vorrichtung zur Herstellung einer Raumzelle in monolithischer Bauweise
EP1870534A2 (fr) Structure de raidissement, élément de fixation et procédé destiné au raidissement du cadre de support d'un coffrage de plafond
EP3748107B1 (fr) Adaptateur d'assemblage, garde-corps de sécurité, kit de construction pour un échafaudage et échafaudage, procédé correspondant
DE19922005C2 (de) Gesimsbearbeitung
DE1683121B2 (de) Spindeltreppe
EP2378035B1 (fr) Procédé d' alignement d'un tube vertical téléscopique doté d'une plaque de tête ou d'assise
DE3910204A1 (de) Gelaender
EP3712346A1 (fr) Syst?me d'échafaudage
DE19928757C2 (de) Montageträgersystem und Verfahren zur Montage eines Fertigbauteils an einem Gebäudeteil
DE816152C (de) In Hoehe oder Laenge einstellbare Vorrichtung fuer Baugerueste
DE102009047149A1 (de) Anschlusselement und teleskopierbares Vertikalrohr mit demselben
EP1635076B1 (fr) Moyens du montage pour des poteaux
EP1288392B1 (fr) Structure de support pour un système porteur d'une structure d'estrade, de podium, d'échafaudage ou similaire
DE2937234A1 (de) Vorrichtung zur gelaenderbefestigung

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

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

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

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

RIC1 Information provided on ipc code assigned before grant

Ipc: E04G 25/06 20060101ALI20131129BHEP

Ipc: E04G 11/48 20060101AFI20131129BHEP

17P Request for examination filed

Effective date: 20140708

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

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: HUENNEBECK GMBH

17Q First examination report despatched

Effective date: 20150402

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20151015

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

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: AT

Ref legal event code: REF

Ref document number: 785596

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160415

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: DE

Ref legal event code: R096

Ref document number: 502011009238

Country of ref document: DE

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: 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: 20160630

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: 20160330

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: 20160330

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20160330

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20160330

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: 20160330

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: 20160330

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: 20160330

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: 20160330

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: 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: 20160330

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: 20160730

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: 20160330

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: 20160330

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: 20160801

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: 20160330

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: 20160330

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: 20160330

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: 20160330

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502011009238

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160330

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: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161031

26N No opposition filed

Effective date: 20170103

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: 20160330

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161031

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161031

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: 20161025

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: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161025

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20161031

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: 20160330

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: 20111025

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20160330

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: 20160330

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: 20160330

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: 20160330

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: 20160330

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: 20160330

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: 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: 20160330

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20230929

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20231024

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20231024

Year of fee payment: 13

Ref country code: DE

Payment date: 20231023

Year of fee payment: 13

Ref country code: AT

Payment date: 20231025

Year of fee payment: 13