EP1983117B1 - Système de construction bionique - Google Patents

Système de construction bionique Download PDF

Info

Publication number
EP1983117B1
EP1983117B1 EP08007441.2A EP08007441A EP1983117B1 EP 1983117 B1 EP1983117 B1 EP 1983117B1 EP 08007441 A EP08007441 A EP 08007441A EP 1983117 B1 EP1983117 B1 EP 1983117B1
Authority
EP
European Patent Office
Prior art keywords
elements
wood
concrete
composite
composite element
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.)
Not-in-force
Application number
EP08007441.2A
Other languages
German (de)
English (en)
Other versions
EP1983117A3 (fr
EP1983117A2 (fr
Inventor
Dieter Dipl.-Ing. Oligmüller
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP1983117A2 publication Critical patent/EP1983117A2/fr
Publication of EP1983117A3 publication Critical patent/EP1983117A3/fr
Application granted granted Critical
Publication of EP1983117B1 publication Critical patent/EP1983117B1/fr
Not-in-force 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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups

Definitions

  • the invention relates to wood-concrete composite elements for rising structures with at least one flat concrete element made of fiber-reinforced concrete for receiving the shear forces and wooden elements for receiving the tensile forces.
  • the classic timber constructions are mainly timber frame construction, which are predestined for one to two-storey construction, but already in three four-storey construction extensive additional measures to meet building physics demands, for example, in sound and fire protection required. These additional constructions are material, time and cost consuming, which makes more than two-storey buildings in timber frame construction uneconomical.
  • the DE 100 30 729 A1 describes a panel member having a load bearing concrete layer and a second self-supporting layer interconnected by spaced spacer boards and slats disposed on the layers.
  • the object of the invention is therefore to provide a system that allows to integrate wood to a much greater extent than before in multi-storey buildings and to use for supporting components.
  • the composite elements according to the invention can be used both for rising walls and and preferably used for ceiling constructions.
  • the advantage of these composite elements is that a relatively thin plate of fiber reinforced concrete, which is capable of absorbing shear forces to connect with multiple layers or layers of wood elements, that the unavoidable tensile forces can be counteracted.
  • the composite elements according to the invention are able to absorb shear and tensile forces in all directions.
  • the intended for the concrete elements fiber reinforcement is essentially a textile fiber reinforcement, which basically all known forms of fibers come into question. These may be in addition to natural fibers commonly used in construction related synthetic fibers, such as polyalkylene and polyester fibers, but also, for example, mineral, glass or steel fibers.
  • the fiber reinforcement serves primarily the crack prevention and the inner cohesion; a classic reinforcement with structural steel is not required because the tensile forces are absorbed by the wood elements.
  • the wood-concrete composite elements according to the invention allow up to ten-storey construction.
  • the upper floors can be built in pure wood construction, while the lower floors have components according to the invention.
  • the combination with basement floors of mineral building materials is also possible.
  • the construction principle for ceilings and walls, which is used in the composite elements according to the invention, is borrowed from the cell structure of a tree.
  • the wood elements are formed by individual longitudinal and transversely extending supports, between which an open structure with cells and / or channels is arranged.
  • This cell structure represents the bionic principle of the system according to the invention.
  • the wood-concrete composite construction according to the invention against the background of resource conservation and the use of renewable raw materials.
  • the construction of the invention allows a good and cost-efficient thermal insulation and energy management by utilizing the cell / channel structure in the field of levels with the wood elements.
  • the buildings constructed according to the invention correspond to all current requirements in terms of load-bearing capacity, sound insulation, fire protection and energy efficiency, or are readily adjustable and exhibit excellent resistance to shock waves in seismically active areas.
  • the wood-concrete composite elements according to the invention have the wood elements in at least four levels, wherein the wood elements in a plane each extend parallel to each other at a distance. In adjoining planes, the course of the wood elements is preferably perpendicular to each other, d. H. It results in a grid of one above the other or with each other crosswise arranged wood elements. According to the invention, at least four levels of longitudinal and transverse wood elements are provided, but it can also be provided more levels. Particularly useful are four to eight levels with wood elements.
  • wood elements are primarily solid wood or Leimholztown or rods in question. These are preferably arranged in their respective plane parallel and at a distance from each other in such a way that between the give individual carriers longitudinal channels. The transversely extending support the next level result in a total - seen in the direction of the flat concrete elements - grid of individual cells.
  • the wood elements are connected to each other at the respective crossing points, for example by dowels and / or glue joints.
  • the flat concrete elements are also firmly connected to the adjacent wooden elements of the first level, for example via a dowel or screw.
  • the connection takes place by at least partial pouring of the wood elements into the two-dimensional concrete structure.
  • the wood elements may be equipped with a trapezoidal cross section, which allows a positive and non-positive connection between the wood element and the concrete element.
  • the wood elements can also be embedded in designated groove in the concrete element and set in it.
  • the concrete elements are preferably flanked only on one side by wooden elements and wooden planes, d. H. the concrete elements form an outer surface such as an outer wall or a floor.
  • the other outer surface - usually an inner wall or ceiling - can then for example be made of fire protection panels, for example, made of a mineral fiber concrete, or have a thermal protection.
  • the concrete element may have on its outer side insulating elements, especially if it serves as an outer wall.
  • the invention further relates to a building that has been constructed using the wood-concrete composite elements according to the invention and in particular such a building, in the cells and / or channels of the grid of longitudinal and transverse wood elements cable ducts, pipes, heating and / or Has ventilation ducts.
  • the invention enables a modern, efficient wood-concrete composite construction, wherein the wood is the main building material. Under fulfillment of all building physics and building law requirements can ten and Multi-storey buildings to be built. For the connections between the ceiling, wall and columns plug connections can be used, which allow a non-positive connection between the individual components and allow fixation by bolts or similar fasteners.
  • connection via pins which are arranged on the front side wall elements and are defined in recesses of ceiling elements or other wall elements, for example by gluing and / or grooved and / or conical Verzapfung.
  • the pins may be glued wooden pegs or be in the wall element fixed steel pins.
  • Such compounds are durable and at the same time have good flexibility and elasticity. In nature, similar compounds occur in the nodes of horsetail plants.
  • the construction has the particular advantage that at any time the components can be detached from each other without being damaged. When using standardized components and prefabricated building systems, this allows a simple change of construction and reuse elsewhere in the same building or in other buildings.
  • the cell-like / channel-like structure of wall, ceiling, column and roof form natural installation channels, which also makes it possible at any time to add or modify the installation without damaging the existing components.
  • An essential point is the adaptability to technical developments and the installation of further and new systems.
  • the composite elements according to the invention as well as buildings made therefrom can be based on a measurement order.
  • a basic grid of 90 cm can be divided into basic modules of 18 cm, 9 cm and 6 cm.
  • Other module dimensions, depending on technical and construction requirements, are also possible.
  • the distance between the individual wood elements to each other may be 50% to 500% of the width and is preferably 100% to 200% of the width.
  • the system according to the invention allows extensive prefabrication of the individual elements, which can then be assembled to form the finished structure.
  • the outer walls can be equipped with the required thermal insulation, which consists of natural materials, such as mineral foam.
  • the interior walls are finished with the final material, the floors are screed.
  • the joints are preferably not filled or sealed, but provided with fittings of the same material.
  • the developed outer wall construction makes it possible, for example, to install boxes for the sunshade and blinds concealed, without falling.
  • the necessary supply lines can be guided within the channels present in the composite elements or in channels which are provided in the individual timber elements.
  • the element construction according to the invention offers good conditions for a natural air conditioning of the building even in high-floor construction projects.
  • Solar panels can be easily integrated into the structure, and existing or designated ducts within the panels can be used for heating and ventilation purposes.
  • the use of the ground temperature for cooling and heating purposes is also possible without further.
  • the targeted selection of surfaces, construction options and building materials can take into account both the external noise pollution and the room acoustics.
  • the wood-concrete composite element according to FIG. 1 consists of a concrete slab 2, to which a first layer of spaced longitudinally extending wooden elements 3a is disposed immediately adjacent. This first layer of wood elements is firmly connected to the concrete element 2, for example via dowels. A second layer of transverse timber beams 4a joins thereto. The wooden beams 3a and 4a are glued together and / or doweled at the contact points. Further layers of longitudinally extending wooden beams 3b, 3c and 3d, such as transversely extending wooden beams 4b, 4c and 4d, adjoin these first two layers so that a total of eight planes with wooden elements that run at right angles to one another result. Between these individual wooden elements cells or channels 6 which can remain open without impairing the stability of the construction result.
  • the distance between the wooden beams in one layer to each other corresponds to their width.
  • the wood beams of the same aligned layers are the same size, while the wood beams of different orientation, as shown in the case, can be dimensioned differently.
  • the outer layer of transverse wood elements 4d is arranged between two layers of fire protection panels 7 made of a fiber concrete material and contains an inner channel 5, which can be used for laying cables in pipelines or water and heating pipes. Outside of the concrete element 2 is followed by a mineral thermal insulation 9 for insulation.
  • FIG. 2 shows a variant of the composite element according to FIG. 1 as it can be used in particular for ceiling constructions.
  • the concrete element 2 encloses a first level of transverse wood elements 4a, which have cable channels in them.
  • the carriers 4a are completely embedded in the concrete element and have a trapezoidal cross-section such that they are held by the concrete element non-positively and positively.
  • a longitudinal beam 3a Immediately thereafter and adjacent to the underside of the concrete element 2 is a longitudinal beam 3a, followed by arranged in other levels cross members 4b, 4c and 4d and arranged therebetween longitudinal beams 3b, 3c and 3d.
  • the individual transversely and longitudinally extending wooden elements or carriers are arranged in planes 8, which follow one another successively and each carrier has one and the same orientation parallel to one another.
  • the composite elements according to the invention can, if they have more than two layers, the individual wood elements in another orientation than perpendicular to each other, for example at an angle of 45 ° or 60 °, depending on the shear and tensile stress of the device.
  • the concrete elements are the respective thrust-absorbing modules and the wood elements are the respective tensile-resistant modules.
  • the concrete elements can be provided on both sides with corresponding levels crosswise glued or connected wood elements, a multilayer layer of glued together wood elements but also on both sides can be provided with one or more flat wood elements.
  • FIG. 3 shows a wood-concrete composite element for use as an outer wall, in which the concrete slab 2 extends on the inside.
  • wooden girders 3a Partially embedded in the concrete slab 2 on the outside are wooden girders 3a with a trapezoidal cross-section, the larger longitudinal side of the trapezium coming to rest internally in the concrete, building thereon with respective vertical course to each other further wooden girder layers 4a, 3b, 4b, 3c and 4c.
  • the outermost wooden support layer 4c is closed on the outside with a mineral insulation layer.
  • FIG. 4 shows two wall elements W and ceiling element D before assembly. All elements have a supporting structure made of fiber-reinforced concrete 2 and arranged thereon individual layers 3 and 4 of wood carriers.
  • the wood carrier layers are shown schematically and consist, as in FIG. 3 shown, applied to a concrete slab, mutually parallel and spaced apart individual timber beams, which extend from layer to layer alternately along and transverse.
  • the ceiling element D has frontally embedded in the concrete body 2 wood elements 12 with conical recesses 11, which serve the Verzapfung with the rising walls W.
  • the rising walls themselves have frontally outstanding extensions 10 of individual wooden beams, which serve the Verzapfung on the recesses 11.
  • the pins 10 may be grooved and / or conical, wherein the pins 10 may be secured in the receptacles 11 via glue joints, dowels, screws, nails or the like.
  • the combination of wall and ceiling elements has on the outside a mineral insulating layer 9, which is formed in the region of the integration of the ceiling element D of an insulating block 9 and an outer plate 9a of insulating material.
  • FIG. 5 shows the wall and ceiling element combination of FIG. 4 in ready assembled condition.
  • FIG. 6 shows a further variant of the connection of two wall elements W and a ceiling element D, wherein the ceiling element is a composite element according to the invention.
  • the wall elements W consist of an outer insulating layer 9 and adjacent layers of timber beams 3 and 4, as already described above.
  • steel pins 10 are embedded, which are for anchoring in corresponding recesses 11 in the concrete. 2 serve the ceiling element D.
  • the ceiling element D also has layers 3 and 4 of wood carriers, but do not go through to the front side but end before; the front side, the ceiling element D is executed in fiber-reinforced concrete.
  • fire protection panels 7 On the inside of the wall elements W are several layers of fire protection panels 7.
  • the outer layer of the fire protection panels 7 is spaced by wooden beams 3 to the inner layers and provides space for receiving lines for electricity, heating, water, sewage and ventilation 13th

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Rod-Shaped Construction Members (AREA)

Claims (13)

  1. Elément mixte bois-béton pour constructions en hauteur, avec au moins un élément en béton en surface (2) composé de béton renforcé de fibres pour absorber les poussées et d'éléments en bois (3, 4) pour absorber les efforts de traction, tandis que le ou les éléments en béton (2) sont reliés à chaque fois entre eux avec des éléments en bois (3) contigus et que les éléments en bois (3, 4) attenants sont à chaque fois reliés entre eux, caractérisé en ce que les éléments en bois (3, 4) sont disposés dans au moins quatre plans (8) selon un réseau se développant essentiellement longitudinalement et transversalement.
  2. Elément mixte selon la revendication 1, caractérisé par un ou plusieurs éléments en béton (2) renforcés par des fibres textiles.
  3. Elément mixte selon la revendication 1 ou 2, caractérisé en ce que les éléments en bois (3, 4) forment une structure ayant des cellules et/ou des canaux (5).
  4. Elément mixte selon l'une des revendications précédentes, caractérisé en ce que les éléments en bois (3, 4) sont collés entre eux du plan (8) au plan (8).
  5. Elément mixte selon l'une des revendications précédentes, caractérisé en ce que les éléments en bois (3, 4) sont constitués de longerons en bois massif ou en bois collé, qui sont disposés parallèlement dans leur plan (8) respectif et avec un intervalle entre eux.
  6. Elément mixte selon l'une des revendications précédentes, caractérisé en ce que les éléments en bois (3) adjacents à l'élément ou aux éléments en béton (2) sont emboîtés au moins partiellement dans le ou les éléments en béton (2).
  7. Elément mixte selon la revendication 6, caractérisé en ce que les éléments en bois (3) adjacents à l'élément ou aux éléments en béton (2) sont coulés au moins partiellement dans le ou les éléments en béton (2).
  8. Elément mixte selon l'une des revendications précédentes, caractérisé en ce que le ou les éléments en béton (2) ne sont bordés que d'un côté par des éléments en bois (3, 4) et des plans en bois (8).
  9. Elément mixte selon l'une des revendications précédentes, caractérisé en ce que le ou les éléments en bois (3, 4) sont collés entre eux en croix du plan (8) au plan (8).
  10. Elément mixte selon l'une des revendications précédentes, caractérisé en ce que les plans (8) qui se terminent par des éléments en bois (3, 4) présentent au moins une plaque d'ignifugation minérale.
  11. Bâtiment avec des éléments mixtes bois-béton selon l'une des revendications précédentes.
  12. Bâtiment avec des éléments mixtes bois-béton selon la revendication 11, caractérisé en ce que les éléments de paroi et de couverture sont reliés entre eux par un assemblage à tenon et mortaise rainuré et/ou conique.
  13. Bâtiment selon la revendication 11, caractérisé en ce qu'il présente, dans les éléments en bois (3, 4) et/ou dans les canaux (5) formés ou limités par ceux-ci, des canaux pour câbles, des tuyauteries, des conduites de chauffage et/ou des conduites d'aération.
EP08007441.2A 2007-04-16 2008-04-16 Système de construction bionique Not-in-force EP1983117B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102007018223 2007-04-16

Publications (3)

Publication Number Publication Date
EP1983117A2 EP1983117A2 (fr) 2008-10-22
EP1983117A3 EP1983117A3 (fr) 2011-06-15
EP1983117B1 true EP1983117B1 (fr) 2013-12-11

Family

ID=39616436

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08007441.2A Not-in-force EP1983117B1 (fr) 2007-04-16 2008-04-16 Système de construction bionique

Country Status (2)

Country Link
EP (1) EP1983117B1 (fr)
DE (1) DE202008005280U1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113006273B (zh) * 2021-02-07 2023-01-24 广州地铁设计研究院股份有限公司 一种预制横框梁、框架结构及其施工方法
DE102022124008A1 (de) 2022-05-03 2023-11-09 B. Lütkenhaus GmbH Wand-, Decken- oder Dachelement mit Knaggen

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29622260U1 (de) * 1996-12-21 1997-02-06 Lignotrend Holzblocktafel Systeme GmbH, 79809 Weilheim Holzbautafel für Decken, Wände und Dächer
DE10030729A1 (de) * 2000-06-23 2002-01-03 Peter Muck Plattenelement zur Erstellung von Wand,Decke oder Dach eines Bauwerks
DE10227099B4 (de) * 2002-06-18 2005-12-22 Weinmann Holzbausystemtechnik Gmbh Bauelement, insbesondere Deckenelement

Also Published As

Publication number Publication date
EP1983117A3 (fr) 2011-06-15
EP1983117A2 (fr) 2008-10-22
DE202008005280U1 (de) 2008-08-07

Similar Documents

Publication Publication Date Title
EP2759648B1 (fr) Élément de liaison pour une construction en charpente
EP0560013B1 (fr) Panneau en bois
WO2006027357A1 (fr) Module structurel
DE2835849A1 (de) Waerme- und schallisolierende verlorene schalung
AT522516B1 (de) Raum-Modul, aus Raum-Modulen hergestelltes Gebäude, sowie jeweils ein Herstellverfahren hierfür
EP1983117B1 (fr) Système de construction bionique
DE10324760A1 (de) Wandbauelement, Verfahren zur Herstellung eines Wandbauelements und ein Verbindungsmittel für ein Wandbauelement
DE19836942B4 (de) Raumzelle aus Holz und Holzwerkstoffen
DE9302447U1 (de) Holzbautafel
DE19801370A1 (de) Tafelelement
EP3971361A1 (fr) Disque mural en argile
DE102013104077A1 (de) Bausystem mit einer Baukonstruktion zur Erstellung von Bauwerken in Trocken- und Selbstbauweise
DE102016117032A1 (de) Deckschichtbauelement und Trockenbausystem
DE10350082B4 (de) Vorgespannte Flachdecke mit Hohldeckenplatten
EP3252247B1 (fr) Composant en bois et liaison languette et rainure
DE202015102067U1 (de) Außenwandelement in Holzrahmenkonstruktion
EP3498929A1 (fr) Module de bâtiment de construction en hauteur et bâtiment conçu à l'aide dudit module
AT503225A2 (de) Holzbautafel
DE1867615U (de) Bauelementensatz fuer fertighaeuser.
DE102006028752B3 (de) Demontierbares Gebäude
DE4211435A1 (de) Integrationsbauverfahren und Baustein für seine Durchführung
DE202008016455U1 (de) Holzdeckenelement oder Holzwandelement aus von aneinander zusammengefügten Holzbrettern
DE2200052A1 (de) Bauelemente aus beton und damit errichtete wohngebaeude
EP2072705A1 (fr) Elément composite en bois et béton
EP1593792A2 (fr) Panneau de paroi à grandes dimensions

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 HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA MK RS

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 HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA MK RS

17P Request for examination filed

Effective date: 20111215

AKX Designation fees paid

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

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK 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: 644691

Country of ref document: AT

Kind code of ref document: T

Effective date: 20140115

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: 502008011037

Country of ref document: DE

Effective date: 20140206

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20131211

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: 20131211

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: 20131211

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: 20131211

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: 20131211

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: 20140311

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: 20131211

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: LUCHS AND PARTNER AG PATENTANWAELTE, CH

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: 20131211

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: 20131211

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: 20140411

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: 20131211

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: 20131211

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: 20131211

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: 20131211

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: 20140411

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: 20131211

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: 20131211

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502008011037

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

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: 20131211

26N No opposition filed

Effective date: 20140912

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140416

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: 20131211

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20140416

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502008011037

Country of ref document: DE

Effective date: 20140912

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: GB

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

Effective date: 20140416

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: 20131211

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: 20140416

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: 20131211

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 9

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: 20131211

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

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: 20140312

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: 20131211

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: 20131211

Ref country code: BE

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: 20140430

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: 20080416

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 10

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

Ref country code: FR

Payment date: 20170630

Year of fee payment: 10

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

Ref country code: AT

Payment date: 20170630

Year of fee payment: 10

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

Ref country code: DE

Payment date: 20170629

Year of fee payment: 10

Ref country code: CH

Payment date: 20170719

Year of fee payment: 10

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502008011037

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 644691

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180416

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: 20180416

Ref country code: DE

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

Effective date: 20181101

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: 20180430

Ref country code: CH

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

Effective date: 20180430

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

Ref country code: FR

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

Effective date: 20180430