EP2159364A1 - Stützstruktur für eine Türschwelle - Google Patents

Stützstruktur für eine Türschwelle Download PDF

Info

Publication number
EP2159364A1
EP2159364A1 EP08018771A EP08018771A EP2159364A1 EP 2159364 A1 EP2159364 A1 EP 2159364A1 EP 08018771 A EP08018771 A EP 08018771A EP 08018771 A EP08018771 A EP 08018771A EP 2159364 A1 EP2159364 A1 EP 2159364A1
Authority
EP
European Patent Office
Prior art keywords
plates
plate
upper plate
support structure
door
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
EP08018771A
Other languages
English (en)
French (fr)
Other versions
EP2159364B1 (de
Inventor
Libor Matejka
Radim Smolka
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.)
Vysoke Uceni Technicke V Brne
Original Assignee
Vysoke Uceni Technicke V Brne
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 Vysoke Uceni Technicke V Brne filed Critical Vysoke Uceni Technicke V Brne
Priority to EP08018771A priority Critical patent/EP2159364B1/de
Priority to AT08018771T priority patent/ATE547584T1/de
Publication of EP2159364A1 publication Critical patent/EP2159364A1/de
Application granted granted Critical
Publication of EP2159364B1 publication Critical patent/EP2159364B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
    • E06B1/70—Sills; Thresholds
    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
    • E06B1/70—Sills; Thresholds
    • E06B2001/707—Thresholds with special provision for insulation

Definitions

  • the invention concerns the support structure for a threshold of the door. Its aim is to remove the thermal bridge under the door construction and create suitable conditions for the optimal function of the door.
  • the thermal bridge under the door's thresholds is broken by insertion of a rubber strip.
  • the supporting element used is most commonly extruded polystyrene, or foam glass.
  • the second example concerns the use of foam glass. Its availability on the market in terms of sizes and shapes does not realistically conform to its common uses, and during the construction process it becomes necessary to modify the components to their required dimensions. This results in diminished insulating properties as well as resistance to pressure because the material's structural integrity has been affected. Dimensional adaptations damage the insulating surface pores which may necessitate their rather cumbersome reinforcement using molten asphalt. When this is done, water in the form of steam or liquid gets trapped in these damaged pores, thereby damaging the material's heat insulating and other technical characteristics. It also becomes less pressure-resistant. Such a component becomes unsuitable for anchoring through the opening when connecting to an existing adjacent structure. Drilling throught it may damage the foam glass thermal insulation thereby leading to a gradual loss of insulating capacity, as well as resistance to dynamic stressing.
  • the main problem always consists in that how to terminate properly the waterproof barrier sheets. It is either not sufficiently overlapped and folded underneath the lower edge of the built-in component; or, its outer edge is simply covered over with a skirting board and thus negatively affects the esthetic or technical qualities of the work, or limits accessibility.
  • the support structure for a door's threshold which it consists of at least two plates, where the upper plate is provided on its lower surface with a locking element corresponding with a locking element located on the upper surface of the plates placed beneath the upper plate placed plate, wherein between the lower surface of the upper plate and the upper surface of the lower plate a water insulation is placed, and on the top of the upper surface of the upper plate a threshold connection is placed.
  • the suppor structur is laid into the floor structure.
  • the upper surface of the upper plate is provided with a fixation groove for seating the threshold connection. This helps to fix the position the door's frame.
  • the locking element on the lower surface of the upper plate is shaped as a half-groove and the locking element on the upper surface of the lower plate is shaped as a protrusion corresponding in shape to the half-groove.
  • the plates are shaped in such a way as to be stackable having either a molded or flat surface, thereby simplifying the application of that technology. These plates can be easily adapted by cutting to the exact size required.
  • the locking element on the lower surface of the upper plate is shaped as an angled protrusion and the locking element on the upper surface of the lower plate is shaped as an angled edge of a shape corresponding to the angled protrusion.
  • the plates are non-absorbable and diffusively closed.
  • the plates, the threshold connection and the frame of the door are connected with an anchor. Connecting the plates is accomplished by gluing, welding, or screwing them together.
  • the plates are made of recycled HDPE plastics or some of its modifications.
  • FIG. 1 presents a vertical cross section of the door's threshold area with the support structure underneath the door threshold connection in its first embodiment
  • Fig. 2 is a detail of the suppor structure with a feasible arrangement of plates according to the embodiment of the Fig.1
  • Fig. 3 presents a vertical cross section of the door's threshold area with the support structure underneath the door threshold connection in its second embodiment
  • Fig. 4 is a detail of the suppor structure with a feasible arrangement of plates according to the embodiment of the Fig.3
  • Fig. 5 shows various variants of mutual fixation of the plates of the support structure.
  • Fig.1 is a vertical cross section of the threshold area of the door 2, and the support structure 1 beneath the threshold connection 4.
  • the threshold connection 4 is meant a supporting structure under the door, more exactly under the frame 3 of the door 2.
  • the material for the threshold connection 4 is usually the same as the material of the frame 3. From the side into the interior, this threshold connection 4 fits tight to the floor 21, which is laid onto a load distribution layer 10.
  • the suppor structure 1 Between the threshold connection 4 and the foundation 5 or the outer wall, if the door is in s higher floor, is placed the suppor structure 1.
  • This structure consists of more plates 6 arranged above one another and fitting into each other in such a way as to ensure a stable arrangement.
  • the upper plate 7 of the arrangement may be fitted on its upper surface with a fixation groove 12 for a better positioning on the threshold connection 4. This is especially important in the first embodiment, because there is no fixation element holding between the assembly of plates 6 and the threshold connection 4.
  • the masonry 8 fits tight to the plates 6 and from the other side there is the thermal floor insulation 9 and the load dispersing floor layer 10.
  • a water repellent insulation 11 is arranged between the masonry 8 and the side of the plate's assebly 6 .
  • This insulation layer 11 is by one of its ends clamped between the upper plate 7 and the plate 6 arranged beneath.
  • the embodiment shown in Fig. 1 is especially suited for sheet-form water insulation 11 for reasons of perpendicular and therefore relatively sharp transitions between individual components of the system.
  • the water barrier is pulled over the second-to-last plate 6 and under the upper plate 7. By its enclosure between two plares a connection that resists the encroachment of moisture into the structure is made.
  • Fig. 2 shows a detail of the plates 6, 7 for clamping of the sheet-type water barrier insulation 11.
  • the upper plate 7 has a fixation groove 12 for the anchoring and stabilization of the threshold connection 4 or fixation of the frame 3 of the door.
  • the threashold connection 4 is inserted into the fixation groove 12 and is then anchored. Any air gaps can be filled in with polyurethane foam.
  • a connection, or interlock, between the plates 6 and 7 which consists of the locking element on the upper plate 7 and the corresponding locking element on the lower plate 6.
  • the locking element on the lower surface of the upper plate 7 is shaped as a half-groove 15 and the locking element on the lower plate 6 is shaped as a protrusion 16 corresponding in shape to the half-groove 15.
  • Above the water insulation 11 there are the support mounts 19 on top of which the flooring covering 17 is placed (see Fig.3 ). Under the water insulation 11 there is a non-porous thermal insulation 20.
  • a outer wall 22 of e.g. a balcony in cross-section In front of the door there is hown a outer wall 22 of e.g. a balcony in cross-section. As mentioned above, this arrangement is especially suited for terraces, balconies, and other similar arcihitectural structures.
  • Fig. 3 shows the second embodiment of the support structure 1 using water insulation 11 a made of asphalt sheets which is easy breakable.
  • the last upper plate 7a has its edge facing downward by an outward protrusion 13 and the second-to-last plate 6a has its edges facing a corresponding angled adge 14.
  • the plates 6a, 7a will be glued, screwed, or welded together and will be additionally held in its mutual position by a plastics anchor 18 placed into pre-drilled openings.
  • the anchor 18 can be shortened as needed based on the actual thickness of the resulting plate's assembly and common arrangement of all elements.
  • the anchor 18 shall be of a constant diameter.
  • Fig. 4 shows in detail the plates 6a,7a to illustrate the transition from the vertical position of the water insulation 11a to the horizontal position.
  • This embodiment is suitable for balconies, terraces, etc.
  • the upper plate 7a is shaped with a downward protrusion 13
  • the lower plate 6a is corresponding angled edge 14 for optimal placement of the asphalt strip of the water insulation 11 a inbetween.
  • Under the upper plate 7a the other plates 6a can be arranged according to the need to achieve the height required to properly secure the water insulation.
  • the last plate, from its the water insulation 11 a leaves the plate's assembly, should be angled in such a manner as to ensure a smooth form transition to the plane insulation portion.
  • each of the embodiments can be carried out with the fixing groove 12 or without it by use of the anchor 18.
  • Fig. 5 shows various possibilities for the mutual fixation of the plates 7,6 or 6a,7a creating a plate's assembly of the support structure 1.
  • Each pair of the plates is creating mutually corresponding plates with a variant of an interlocking system to connect the upper plates 7,7a with the plates 6, 6a beneath.
  • the connection is made as described detailed in the first embodiment according to the Figs.1 and 2 but without the fixation groove 12.
  • the locking selement on the lower surface of the upper plate 7 is shaped as a half-groove 15 and the locking element on the plate 6 beneath is shaped as a protrusion 16 corresponding to the half-groove 15.
  • the connection is made as described detailed in the second embodiment in Figs. 3 and 4 without the groove 12.
  • the locking element on the lower surface of the upper plate 7a is shaped as an angled protrusion 13 and the locking element on the plate 6a beneath is shaped as an angled edge 14 corresponding in shape to the angled protrusion 13.
  • connection is made as detailed described in the first embodiment in Figs. 1 and 2 but with the fixation groove 12.
  • connection is made as detailed described in the second embodiment in Figs. 3 and 4 but also with the fixation groove 12.
  • the problem of properly termination of the water insulation 11 is solved by pulling of the insulation 11 underneath the upper plate 7 and by covering of upper surface of the second-to-last plate 6. By mutual connection these plates 6, 7 a firm and impervious termination of the water insulation 11 is achieved.
  • the water insulation 11 can be anchored at any height.
  • By use of the angled edges 14 on the plates 6 it is possible to create smoothly transition from a vertical position of the insulation to a horizontal one, or vice versa.
  • the mutual anchoring of the plates can be achieved by use of many methods. One of these is to anchor the lowes plate and to glue, weld, or screw the other plates onto it. Another method is to anchor all of them mutually through their entire thickness and into the support structure. The plates can be secured from deviation using a plastic wedge.
  • the illustrated embodiments of this invention are not limited to just door constructions, but can be generally used for any openings in a building structure, such as windows, gates, display windows, etc.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Door And Window Frames Mounted To Openings (AREA)
  • Securing Of Glass Panes Or The Like (AREA)
EP08018771A 2008-10-28 2008-10-28 Stützstruktur für eine Türschwelle Not-in-force EP2159364B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP08018771A EP2159364B1 (de) 2008-10-28 2008-10-28 Stützstruktur für eine Türschwelle
AT08018771T ATE547584T1 (de) 2008-10-28 2008-10-28 Stützstruktur für eine türschwelle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP08018771A EP2159364B1 (de) 2008-10-28 2008-10-28 Stützstruktur für eine Türschwelle

Publications (2)

Publication Number Publication Date
EP2159364A1 true EP2159364A1 (de) 2010-03-03
EP2159364B1 EP2159364B1 (de) 2012-02-29

Family

ID=40418941

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08018771A Not-in-force EP2159364B1 (de) 2008-10-28 2008-10-28 Stützstruktur für eine Türschwelle

Country Status (2)

Country Link
EP (1) EP2159364B1 (de)
AT (1) ATE547584T1 (de)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2963376A1 (fr) * 2010-07-28 2012-02-03 Bouygues Immobilier Piece d'isolation thermique pour un appui d'une baie, baie associee
CN112049543A (zh) * 2020-09-27 2020-12-08 浙江亚厦装饰股份有限公司 一种隔声门槛石结构及安装方法
EP4703549A1 (de) * 2024-08-30 2026-03-04 Perigenis Enterprises Ltd Stahlbetontreppe für eine terrasse

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2316272A1 (de) * 1973-03-31 1974-10-17 Alexander Josek Ortgangverkleidung bzw. anschlusschiene
DE2806285A1 (de) * 1978-02-15 1979-08-16 Manfred Muehle Tuerschwelle
GB2121465A (en) 1982-06-10 1983-12-21 Roy Harvey Bottomley Door sill
DE29504366U1 (de) 1995-03-18 1995-05-11 Igel, Albert, 87757 Kirchheim Tür mit wärmegedämmter Bodenschwelle

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2316272A1 (de) * 1973-03-31 1974-10-17 Alexander Josek Ortgangverkleidung bzw. anschlusschiene
DE2806285A1 (de) * 1978-02-15 1979-08-16 Manfred Muehle Tuerschwelle
GB2121465A (en) 1982-06-10 1983-12-21 Roy Harvey Bottomley Door sill
DE29504366U1 (de) 1995-03-18 1995-05-11 Igel, Albert, 87757 Kirchheim Tür mit wärmegedämmter Bodenschwelle

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2963376A1 (fr) * 2010-07-28 2012-02-03 Bouygues Immobilier Piece d'isolation thermique pour un appui d'une baie, baie associee
CN112049543A (zh) * 2020-09-27 2020-12-08 浙江亚厦装饰股份有限公司 一种隔声门槛石结构及安装方法
CN112049543B (zh) * 2020-09-27 2024-04-12 浙江亚厦装饰股份有限公司 一种隔声门槛石结构及安装方法
EP4703549A1 (de) * 2024-08-30 2026-03-04 Perigenis Enterprises Ltd Stahlbetontreppe für eine terrasse

Also Published As

Publication number Publication date
ATE547584T1 (de) 2012-03-15
EP2159364B1 (de) 2012-02-29

Similar Documents

Publication Publication Date Title
US9499992B2 (en) Precision height adjustable flooring substrate support sytem
US8161697B1 (en) Studless load bearing panel wall system
US7735282B2 (en) Fully insulated frame building panel system
US8069622B2 (en) Systems and methods for finishing a penetration in a concrete structure during construction
US20090255213A1 (en) Sandwich panel with closed edge and methods of fabricating
US7757448B2 (en) Assemblage concrete forms and method for manufacturing thereof
US8782991B2 (en) Building roof structure having a round corner
KR101562628B1 (ko) 점형 열교를 차단하고 마감재 부착이 용이한 단열패널 고정용 연결유닛, 이를 이용한 외단열 시스템 및 그 시공방법
CA2652839A1 (en) Insulation system for cement walls
CN101718127A (zh) 基础墙壁的结构绝热面板和结合结构绝热面板的基础墙壁
US5617700A (en) Prefabricated building panel
EP2159364A1 (de) Stützstruktur für eine Türschwelle
US20240209634A1 (en) Tile and support structure
US8931220B2 (en) Insulating ICF window buck with integrated fastening and anchors
KR20100098169A (ko) 조립식 욕실의 벽판넬 및 연결부재와 이를 이용한 벽판넬 설치 구조
EP3075913B1 (de) Verfahren zur reduktion der feuchteansammlung in einem hohlraum einer hohlraumwand und ein fundamentkeil
KR20110000268A (ko) 건축용 패널의 시공구조
US11274436B2 (en) Method for producing a construction of interconnected wooden panels
WO2008051085A1 (en) Extended, layered construction element
US11808029B2 (en) Relating to connection of structural components to panels
KR200459960Y1 (ko) 높이조절수단이 구비된 시스템 판넬
JP6312240B2 (ja) 型枠パネルの接続構造
CN111673873A (zh) 一种混凝土装饰板预制构件及其制备方法
JP5620213B2 (ja) 建物の断熱構造及びその施工方法
KR102578180B1 (ko) 모서리 크랙 방지용 프레임 및 이를 이용한 창틀용 개구부를 갖는 콘크리트 구조체

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: A1

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: 20100615

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

17Q First examination report despatched

Effective date: 20110407

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

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: 547584

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120315

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602008013703

Country of ref document: DE

Effective date: 20120426

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20120229

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20120229

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

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: 20120229

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: 20120529

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: 20120629

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: 20120229

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: 20120229

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

Effective date: 20120229

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: 20120229

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: 20120229

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: 20120629

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: 20120530

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 547584

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120229

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: 20120229

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: 20120229

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: 20120229

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: 20120229

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: 20120229

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: 20120229

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: 20120229

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: 20120229

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: 20120229

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: 20120229

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: AT

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: 20120229

26N No opposition filed

Effective date: 20121130

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602008013703

Country of ref document: DE

Effective date: 20121130

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

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: 20120609

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

Ref country code: MC

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

Effective date: 20121031

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20121028

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20130628

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: 20121031

Ref country code: CH

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

Effective date: 20121031

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: 20120529

Ref country code: GB

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

Effective date: 20121028

Ref country code: DE

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

Effective date: 20130501

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602008013703

Country of ref document: DE

Effective date: 20130501

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: 20121031

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: 20121028

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: 20120229

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: 20120229

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: 20121028

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

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

Effective date: 20081028