EP1808540A2 - Structure de support pour vitres ou panneaux de revêtement de bâtiments - Google Patents

Structure de support pour vitres ou panneaux de revêtement de bâtiments Download PDF

Info

Publication number
EP1808540A2
EP1808540A2 EP06125644A EP06125644A EP1808540A2 EP 1808540 A2 EP1808540 A2 EP 1808540A2 EP 06125644 A EP06125644 A EP 06125644A EP 06125644 A EP06125644 A EP 06125644A EP 1808540 A2 EP1808540 A2 EP 1808540A2
Authority
EP
European Patent Office
Prior art keywords
plates
structure according
supporting structure
node
flange plates
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
EP06125644A
Other languages
German (de)
English (en)
Other versions
EP1808540B1 (fr
EP1808540A3 (fr
Inventor
Günter Hartl
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.)
Seele Group GmbH and Co KG
Original Assignee
Seele GmbH and Co KG
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 Seele GmbH and Co KG filed Critical Seele GmbH and Co KG
Publication of EP1808540A2 publication Critical patent/EP1808540A2/fr
Publication of EP1808540A3 publication Critical patent/EP1808540A3/fr
Application granted granted Critical
Publication of EP1808540B1 publication Critical patent/EP1808540B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2406—Connection nodes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2451—Connections between closed section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E04D2003/0868—Mutual connections and details of glazing bars

Definitions

  • the invention relates to a supporting structure for glass panes or facade panels of buildings according to the preamble of claim 1.
  • the object of the invention is achieved in such a way that standard base materials and shaped parts cut out of sheets can be used as base material.
  • the moldings can be produced either by conventional flame cutting or by laser or water jet cutting.
  • these can be assembled by a few simple parts. But even in complicated and spatially extending surfaces, this system is particularly suitable. So it is no longer a problem to calculate the contour of each individual part with suitable computer programs and to send the calculated data directly to corresponding manufacturing systems.
  • Particularly suitable for this type of roof or facade constructions are triangular panes. With this form, all geometries can be represented, whether they are flat or spatially arranged as a free-form surface. It can also be used for square discs.
  • the exact contours and cuts are calculated using a computer program. For this purpose, the geometry of the roof or facade as a 3-dimensional structure is generated in a computer. By means of a special calculation program, all nodes are broken down into individual parts in accordance with the descriptions below. From each of these items will be now determined the necessary drawings and the manufacturing data.
  • the moldings are made either by conventional sawing, by milling, by flame cutting, or by laser or water jet cutting.
  • the assembly of the parts is done in such a way that the items are exactly folded according to their contour and their cutting edges and then welded. The exact juxtaposition of the items thus creates a node that already includes all spatial angles of its individual arms, and thus generates the geometry of the subsequent overall design.
  • the individual parts are provided with numbering and position markings. If higher accuracies of the nodes are necessary, then the contact surfaces of the end plates are then milled to the exact position on a 3-dimensional coordinate milling machine.
  • node used in this invention means a node element at the corners of glass sheets or cladding panels, respectively.
  • the support structures are made up of nodes and tie bars.
  • the nodes and the connecting rods are each made as a separate assembly and then welded together according to the embodiment of FIGS. 1 to 7 or according to the embodiment of FIGS. 8 to 15 screwed together.
  • FIGS. 1 to 7 First, the embodiment of FIGS. 1 to 7 will be described.
  • the support structure shown in Fig. 1 consists of nodes 1 and connecting bars 2 arranged therebetween.
  • the nodal points may all be the same or different due to different angles of the connecting rods adjoining the nodal points.
  • Fig. 2 shows the connection of two mutually adjacent web plates 3 of a node 1 with each other.
  • the web plates 3 are simple blanks made of flat steel.
  • a bearing weld 4 is here on the side of the web plates, which is the later inside of these web plates at the finished node.
  • Fig. 3 shows how two flange plates 6 are added between two web plates 3.
  • Fig. 4 shows the assembly of the flange plates 6 with the web plates 3.
  • the flange plates 6 are slightly set back from the upper edges and the lower edges of the web plates 3 (which are the inner edges and the outer edges in a facade). By this arrangement, a grinding of the weld 7, by which the flange plates are welded to the web plates, is not necessary.
  • FIG. 5 an almost finished node 1 is shown.
  • This closure plate 8 is preferably arranged so that it projects slightly below the flange plates 6.
  • the closure plates 8 are each welded to the web plates 3 and the flange plates 6 with a weld seam 9.
  • the relevant closure plate 8 is set deeper in relation to the adjacent flange plate 6 into the node 1, so that a depression is created.
  • the weld seam 9 is located in the shoulder between the relevant closure plate 8 and the upwardly or downwardly facing outer surface of the respective flange plate 6.
  • this depression which is located on the visible side of the support structure, can be poured over the closure plate 8 by a suitable potting material 10 and thereby be leveled with the surface of the adjacent flange plate 6 pointing to the outside.
  • This equalization of the depression is not only a beauty factor, but 7 continuous channels are formed in accordance with Fig. 7 between the web plates whose channel bottom is formed by the lying on the visible side flange 6 and by the potting compound, wherein the potting compound and these flange 6 on flush with each other at the same height.
  • the adjacent web plates 3 mutually adjacent arms 12 of the node 1 are welded together by the supporting weld 4 and the small weld 5, as shown in FIGS. 2, 5, 6, and 7 show.
  • An anchor point 1 has at least three arms 12, which are arranged in a star shape around the center of the node 1 around.
  • the drawing shows a preferred embodiment with, for example, six arms 12th
  • Figs. 8 to 15 Parts corresponding to parts of Figs. 1 to 7 are designated by like reference numerals and will not be described in detail described. Only deviations from the already described embodiment will be described.
  • the support structure includes nodes 101 instead of nodes 1, and tie bars 102 instead of tie bars 2.
  • Nodes 101 and tie bars 102 are each manufactured as a separate assembly and then bolted together ,
  • the ends of the nodes 101 and the ends of the connecting rods 102 are provided with front end plates 20 and 22, respectively, which are then connected to each other by means of screws 24.
  • at least one side access opening 26 is attached to the connecting rod 102, through which one or more connecting elements, such. B. said screws 24, can be introduced, and by which, if necessary, tools for inserting and turning the screws in the interior of the connecting rod can be supplied.
  • the nodes 101 may all be the same or be formed differently due to different angles of the connecting rods 102 adjoining them.
  • Fig. 8 shows a section of a supporting structure, the section showing by way of example three nodes 101 and connecting rods 102 interconnecting them.
  • the illustrated nodes 101 and the connecting rods 102 connecting them together form a triangle for a triangular glass panel or a triangular facade panel.
  • Other shapes, such as square shapes or pentagon or hexagon shapes, etc. are of course also possible.
  • the exploded view shown in Fig. 9 shows two flange plates 6, which are interconnected by an end plate 20 welded to them, before the flange plates 6 are welded to the two web plates 3 adjacent thereto.
  • the web plates 3 are for example blanks made of flat steel.
  • the end plate 20 is welded to the flange plates 6 by welds 28.
  • the supporting welds 4, by which the adjacent ends of adjacent web plates 3 of adjacent arms 12 are welded together, can be mounted in this embodiment on the inside or on the outside.
  • the supporting welds 4 can be arranged, for example, on the later inner side of the web plates 3. On the outside, which is the later visible side of the support structure, then only an optically small weld 5 is attached.
  • Fig. 10 shows how the two flange plates 6 and the end plate 20 are joined together.
  • the flange plates 6 are preferably slightly set back relative to the upper and / or lower longitudinal edge of the web plates 3.
  • the end plate 20 is welded by a weld 30 to the adjacent web plates 3.
  • the end plate 20 at least one, preferably at least two or according to the drawings, three threaded holes 32 are formed, which open at the end and extend parallel to the connecting rod to be fastened to them.
  • FIG. 11 shows a further assembly step of the node 101.
  • a closure plate 8 is inserted at the top and bottom above the open center region of the node 1. This closure plate 8 is preferably positioned so that it projects slightly below the adjacent flange plate 6.
  • Fig. 12 shows the almost finished node 101.
  • Each of the two closure plates 8 is welded with a weld 9 with the adjacent web plates 3 and the respectively adjacent flange plate 6.
  • Fig. 13 shows in perspective a connecting rod 102. He has on one side at both ends in each case one of said side access openings 26 and at each end an end plate 22 with a preferably the number of threaded holes 32 of the end plate 20 of the node 1 corresponding number of at least one , Preferably at least two or three through holes 34 for receiving a respective screw 24 (Fig. 15).
  • the screw head of the screws 24 has a larger diameter than the through holes 34, so that the screw head on the inside of the end plate 22 can be supported when screwing the connecting rod 102 to the node 101st
  • Fig. 14 shows an exploded view of the connecting rod 102.
  • the connecting rod 102 consists of two lateral web plates 38, a flange plate 40, in which the two access openings 26 are formed, a further flange plate 42 and the two end-side end plates 22.
  • the front end plates 22 of the connecting rods 102 are arranged at right angles to the flange plates 40 and 42 and also at right angles to the web plates 38 and are in each case between these four plates.
  • the connecting rods 2 and 102 may have different lengths. All angular differences between the connecting rods 2 and 102 are received in the node 1 or 101, as is the case with the first embodiment according to FIGS. 1 to 7.
  • Fig. 15 shows a screw 24 before insertion through the access opening 26 therethrough and then through the through holes 34 therethrough, in order to then write them into the threaded holes 32 can.
  • the side of the flange plates 40 for example in the drawings, the upper flange plate 40, which faces the glass plates or cladding panels to be supported, may be provided with fastening bolts 44 welded thereto for attaching a glass panel or facing panel.
  • Fig. 15 shows an end portion of the connecting rod 102. As with this end portion, a complete, short connecting rod may also be used which has only a single access opening 26.
  • FIG. 16 shows a curved, for example dome-like, cutout of a support structure according to the invention, as can be formed with the nodal points, optionally together with the said connection rods according to the invention, both according to the first embodiment according to FIGS. 1 to 7 and according to FIG Therefore, in Fig. 16, reference numerals of the first embodiments without parentheses and reference numerals of the second embodiments are given in parentheses.
  • FIG. 17 shows an exploded view of the parts of an anchor point 102 according to FIGS. 8 to 12.
  • FIGS. 18, 19 and 20 show in vertical sections of a connecting rod 2 according to FIG. 1 that on the connecting rods 2 or 102 and on the arms of the nodal points 1 and 101 glass panes or facade panels can be arranged in different ways, preferably via elastic intermediate elements 50
  • Fig. 18 shows an inverted V-shaped (pitched roof-shaped) arrangement of two glass panes 52.
  • Fig. 19 shows two glass panes 52 arranged in a plane to one another.
  • Fig. 20 shows two glass panes 52 arranged in a V-like manner.
  • the two flange plates 6 and the end plate 20 connecting these two flange plates 6 together may be a one-piece element 6/20 which has been cut out of a flat plate 60 having a contour corresponding to a side view of FIG one-piece element corresponds.
  • the one-piece element 6/20 can have the shape of a double T-profile or a U-profile or another profile as shown in FIGS. 21 and 22 in side view.
  • the element 6/20 is welded to the adjacent two web plates 3 of the node 1 or 101.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP20060125644 2006-01-12 2006-12-07 Structure de support pour vitres ou panneaux de revêtement de bâtiments Active EP1808540B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200620000418 DE202006000418U1 (de) 2006-01-12 2006-01-12 Dach- oder Fassadenkonstruktion

Publications (3)

Publication Number Publication Date
EP1808540A2 true EP1808540A2 (fr) 2007-07-18
EP1808540A3 EP1808540A3 (fr) 2009-04-08
EP1808540B1 EP1808540B1 (fr) 2013-11-13

Family

ID=36217787

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20060125644 Active EP1808540B1 (fr) 2006-01-12 2006-12-07 Structure de support pour vitres ou panneaux de revêtement de bâtiments

Country Status (2)

Country Link
EP (1) EP1808540B1 (fr)
DE (1) DE202006000418U1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104110069A (zh) * 2014-05-23 2014-10-22 浙江东南网架股份有限公司 箱型截面x型交叉节点、专用胎架、夹具及其加工方法
CN106592835A (zh) * 2016-12-06 2017-04-26 上海科胜幕墙有限公司 一种组合构件及其制作方法
CN109629677A (zh) * 2019-01-05 2019-04-16 天津大学 一种采用外套筒连接的模块化钢结构建筑的连接节点

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202008009826U1 (de) 2008-07-21 2008-10-16 Günther Tröster e.K. Einschaliges Flächentragwerk und Knoten für ein einschaliges Flächentragwerk
CN103362221A (zh) * 2013-07-19 2013-10-23 天津大学 一种可形成全铸钢结构的铸钢件
CN103615176B (zh) * 2013-11-27 2015-06-10 江河创建集团股份有限公司 点支式幕墙开启扇

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3629135A1 (de) 1986-08-27 1988-03-10 Grimm Friedrich Bjoern Knoten-stab-system
EP1538269A1 (fr) 2003-12-01 2005-06-08 Münch GmbH Système de construction d'une structure à ossature spatiale

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR953577A (fr) * 1946-10-04 1949-12-08 Degerfors Jarnverks Aktiebolag Perfectionnements à la construction de poutres métalliques soudées
DE1185792B (de) * 1961-01-24 1965-01-21 Dyckerhoff & Widmann Ag Netzwerkkuppel aus Einzelteilen
DE19730823A1 (de) * 1997-07-18 1999-01-21 Klaus Fischer Gmbh Netzwerk aus Stabknoten und Verfahren zum Herstellen dieses Netzwerkes

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3629135A1 (de) 1986-08-27 1988-03-10 Grimm Friedrich Bjoern Knoten-stab-system
EP1538269A1 (fr) 2003-12-01 2005-06-08 Münch GmbH Système de construction d'une structure à ossature spatiale

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104110069A (zh) * 2014-05-23 2014-10-22 浙江东南网架股份有限公司 箱型截面x型交叉节点、专用胎架、夹具及其加工方法
CN106592835A (zh) * 2016-12-06 2017-04-26 上海科胜幕墙有限公司 一种组合构件及其制作方法
CN109629677A (zh) * 2019-01-05 2019-04-16 天津大学 一种采用外套筒连接的模块化钢结构建筑的连接节点
CN109629677B (zh) * 2019-01-05 2024-05-10 天津大学 一种采用外套筒连接的模块化钢结构建筑的连接节点

Also Published As

Publication number Publication date
DE202006000418U1 (de) 2006-04-06
EP1808540B1 (fr) 2013-11-13
EP1808540A3 (fr) 2009-04-08

Similar Documents

Publication Publication Date Title
EP1994241B1 (fr) Panneau, notamment panneau de sol
EP2213812A1 (fr) Panneau, en particulier panneau de sol
EP1808540B1 (fr) Structure de support pour vitres ou panneaux de revêtement de bâtiments
DE4139185A1 (de) Hohler profilstab, insbesondere aus leichtmetall
EP1785535B1 (fr) Dispositif et procédé pour la connexion d'une poutre en bois avec une structure support en bois
EP3712351B1 (fr) Structure porteuse pour un panneau de coffrage-cadre
EP3379001A1 (fr) Structure portante en forme courbe quelconque
DE202006018652U1 (de) Dach- oder Fassadenkonstruktion
EP0898086B1 (fr) Elément de fixation
DE4143352C2 (de) Profilstab
EP2251859B1 (fr) Panneau absorbant le bruit
AT510233B1 (de) Verfahren zur herstellung von fertigteilbauteilen
DE3305639C2 (de) Feuerschutzabschluß für Bauwerksöffnungen
EP1746241A2 (fr) Dispositf d'assemblage de panneaux
EP0624694B1 (fr) Charpente de toit en forme de pyramide, en particulier pour un toit vitré
EP3015614A1 (fr) Plaque murale pour cloison seche en materiau derive du bois et montage de mur et procede de fabrication
DE202005006228U1 (de) Dachkonstruktion für Gebäude, insbesondere für Industriegebäude mit großen Spannweiten
DE202018100562U1 (de) Gebäudestruktur mit einem Rahmen aus einer Mehrzahl miteinander verbundener Hohlprofilstäbe
DE2543085A1 (de) Verfahren zum biegefesten verbinden der montagestossenden zweier oder mehrerer tragglieder einer holzleimkonstruktion sowie buegel zur durchfuehrung des verfahrens
DE8615942U1 (de) Beschlagteilesatz zur Bildung einer Knotenverbindung von Stützen mit Riegeln
DE20315497U1 (de) Vorrichtung zur Aufnahme von Werkstücken
DE3625645C1 (en) Wall structural element
EP1249622B1 (fr) Technique pour l'assemblage réversible d'éléments
DE8008907U1 (de) Kastenförmiges Element zum Aufbau schallschützender Wände
CH709987A2 (de) Holzbaustab, Verfahren zum Herstellen eines Holzbaustabs, Verfahren zum Verbinden mindestens eines ersten Holzbaustabs mit mindestens einem zweiten Holzbaustab und Holzkonstruktion.

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): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK YU

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK RS

17P Request for examination filed

Effective date: 20090320

AKX Designation fees paid

Designated state(s): AT CH DE FR GB LI

RBV Designated contracting states (corrected)

Designated state(s): AT CH DE FR GB LI

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Owner name: SEELE HOLDING GMBH & CO. KG

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 1/24 20060101ALI20130506BHEP

Ipc: E04F 13/08 20060101ALI20130506BHEP

Ipc: E04D 3/08 20060101ALI20130506BHEP

Ipc: E04B 2/88 20060101AFI20130506BHEP

INTG Intention to grant announced

Effective date: 20130523

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: SEELE GROUP GMBH & CO. KG

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT CH DE FR GB LI

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: 640653

Country of ref document: AT

Kind code of ref document: T

Effective date: 20131215

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502006013342

Country of ref document: DE

Effective date: 20140109

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: FIAMMENGHI-FIAMMENGHI, CH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502006013342

Country of ref document: DE

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20140814

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502006013342

Country of ref document: DE

Effective date: 20140814

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 10

REG Reference to a national code

Ref country code: CH

Ref legal event code: PCOW

Free format text: NEW ADDRESS: GUTENBERGSTRASSE 6, 86368 GERSTHOFEN (DE)

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 11

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 12

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

Ref country code: GB

Payment date: 20231220

Year of fee payment: 18

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

Ref country code: FR

Payment date: 20231220

Year of fee payment: 18

Ref country code: AT

Payment date: 20231214

Year of fee payment: 18

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

Ref country code: DE

Payment date: 20231222

Year of fee payment: 18

Ref country code: CH

Payment date: 20240110

Year of fee payment: 18