EP1207237A2 - Cellule préfabriquée avec coffrage perdu - Google Patents

Cellule préfabriquée avec coffrage perdu Download PDF

Info

Publication number
EP1207237A2
EP1207237A2 EP01125597A EP01125597A EP1207237A2 EP 1207237 A2 EP1207237 A2 EP 1207237A2 EP 01125597 A EP01125597 A EP 01125597A EP 01125597 A EP01125597 A EP 01125597A EP 1207237 A2 EP1207237 A2 EP 1207237A2
Authority
EP
European Patent Office
Prior art keywords
concrete
cell according
walls
plates
plate
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
EP01125597A
Other languages
German (de)
English (en)
Other versions
EP1207237A3 (fr
EP1207237B1 (fr
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
RESULIT GMBH
Original Assignee
Sueba Bau AG
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 Sueba Bau AG filed Critical Sueba Bau AG
Publication of EP1207237A2 publication Critical patent/EP1207237A2/fr
Publication of EP1207237A3 publication Critical patent/EP1207237A3/fr
Application granted granted Critical
Publication of EP1207237B1 publication Critical patent/EP1207237B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E04F11/104—Treads
    • E04F11/116—Treads of stone, concrete or like material or with an upper layer of stone or stone like material, e.g. ceramics, concrete; of glass or with an upper layer of glass
    • 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
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete

Definitions

  • the invention relates to a transportable, prefabricated, essentially storey-high Room cell for installation in buildings, which consists essentially of concrete, in which a reinforcement is present, the room cell being a floor slab, a Has top plate and side walls.
  • Such room cells are manufactured, for example, as prefabricated bathrooms with a complete equipment of sanitary elements such as wash basins, toilets, bathtubs, etc.
  • prefabricated bathrooms are then often used in hospitals and hotels or dormitories because they have the advantage that all trades that are for such a bathroom are necessary (plumbing, tiling, etc.) centrally can be done at the factory. This is a significant reduction in construction time possible.
  • the object of the present invention is therefore to provide a room cell as specified above to develop in such a way that high space efficiency can be achieved. At the same time, such a room cell should also be easy to manufacture, the production should be carried out with high effectiveness.
  • a major advantage of this invention is now that an inventive Room cell can have very thin walls because of the lost formwork their being made of concrete and their flat reinforcement in the design be taken into account for the static loads on the finished room cell can.
  • About the elements protruding from the plate is with the poured Concrete achieved an intimate connection. So it can be done without create major problems bearing walls of only 9 cm thick, so that With a fixed base area, only minimal space for the stand space of walls must be provided. The ultimately usable floor space is thus maximized.
  • those are provided on the lost formwork Elements in the form of webs designed as lattice girders are provided.
  • Such elements or webs are inexpensive to manufacture and take on high loads, while at the same time a very good connection of the elements designed as lattice girders the concrete to be poured is reached.
  • the base plate and the ceiling plate are essentially congruent prefabricated parts, the corresponding circumferential recordings at their edges have in which engage the panels of the lost formwork with which the Side walls of the room cell are cast. Through these recordings one Stabilization of the lost formwork is achieved while this is not yet with concrete is poured.
  • these recordings should be designed as steps that the Support panels both towards the interior of the room cell and parallel to it the area of the slabs essentially forming the lost formwork.
  • the support parallel to the plate surface will not stabilize the poured lost formwork supported during the preparation phase, while a good fit due to the support towards the inside of the cell the finished cell can be reached.
  • the plates of the lost Formwork on the side walls is because of the concrete to be poured pressed towards the inside of the cell.
  • Reinforcements can be provided in the concrete to be poured into the side walls protrude. This creates a rigid connection between the side walls and Ceiling reached.
  • the concrete to be poured should cover the floor slab and the ceiling slab tie in at the edge to create a particularly intimate bond for stabilization to reach the finished room cell.
  • the room cell can be improved.
  • the room cell can thus in particular the stiffening function within a Take over the building better.
  • the concrete formwork panels are a very good abutment, that provide the necessary support for the stairs.
  • the folding unit forming the stairs can also possibly only be connected to the wall at a few support points, here usual Sound decoupling devices can be used.
  • Sound decoupling devices can be used.
  • the function of the folding mechanism acting as a staircase is retained.
  • FIG. 1 you can see the section through a prefabricated room cell, which as Whole is denoted by 1.
  • This room cell has a base plate 2 and opposite this is a substantially congruent ceiling plate 3.
  • Side walls 4 extend between base plate 2 and ceiling plate 3
  • Side walls 4 point towards the interior 5 of the room a lost formwork 6, which is poured with concrete 7.
  • the lost formwork has a plate 8, which is made of concrete.
  • a flat reinforcement 9 is laid in this Form of steel mats or the like.
  • the plate 8 has a usual thickness of approximately 3.5 cm, which essentially allows the one laid inside the panels flat reinforcement 9 with a usual thickness of 5 mm the prescribed Has coverage.
  • Elements 10 protrude from this plate 8. These elements 10 are in here illustrated embodiment formed as a lattice girder, which with their Extend diagonals and their top chords into the concrete 7 to be poured which the plate 8 thus receives an intimate connection.
  • the plate 8 essentially consists of a comparable one Concrete is like the concrete 7, so that the slab 8 and the one to be poured behind it Concrete 7 have essentially the same expansion quotient, etc. and thus do not separate from each other under a load.
  • spacer 11 is made from plate 8 protrude. Against this, a (not shown) Formwork pressed. In the thereby between the plate 8 and this formwork the resulting gap is then filled in concrete 7. After removing the Formwork then gives the smooth surface 12 of the finished wall 4.
  • the spacers 11 can thus be used to determine how thick the one to be cast Wall will. While for purely static loads and for fire protection wall thicknesses of approx. 9 cm are sufficient, walls with a corresponding Integration of the room cell in a building used for stiffening purposes are even thicker, such as 11 cm, 13 cm or even 16 cm.
  • the Thickness provided here should be chosen as small as possible, so that for Wall cross sections required area is not unnecessarily large.
  • the miter 16 also has the advantage that the concrete 7 the two plates 8th squeeze so that they support each other.
  • FIG. 5 A further support of the plates 8 can be seen in FIG. 5: It can be seen here a cut through the edges, at which the floor and the Ceiling is connected to the walls. It can be seen that the plate 8 on the bottom plate 2 is seated, for this purpose the base plate 2 has a circumferential receptacle in Formed a stage 18. This step supports with its vertical area the plate 8 against the pressure of the concrete 7, with a clean bottom edge 19 is reached. For reasons of stability, the plate 8 also sits on the essentially horizontal area of level 18 to take place until Pour with the concrete 7 in the position to be fixed.
  • the concrete 7 is the floor slab 2 or the ceiling slab 3 integrates at the edges 22 and 23, respectively Example underneath the base plate 2 from the concrete 7 into an undercut 25 becomes. Laterally next to this undercut 24 there is a under the base plate 2 Insulation 25 is provided, be it for thermal or impact sound insulation. In the space filled with insulation 25 under the base plate 2 can also Installations are provided, with an empty or sewage pipe as an example 26 is shown.
  • the lost formwork used here later is integrated in the load-bearing cross-section of the side walls formed with it, whereby these side walls 4 can be made very narrow and thus only have small cross sections. This is an overall high space utilization possible.
  • FIG. 6 the broken end of a room cell without floor and ceiling shown, in which a spiral staircase 27 designed as a folding mechanism is used is.
  • This spiral staircase 27 is on two abutting plates 28 and 29 set, whereby a stiffening effect is achieved here.
  • the coiled Staircase 27, which is shown again in FIG. 7 as an individual part, is as Folding unit cast in one piece from concrete. Thereby, only in the setting stages 30 Reinforcements running essentially in a U-shape are provided, that of the coiled Stairs give their stability, while in step 31 no elaborate Reinforcement must be provided. The reinforcement in the adjustment stages is led to the outer edge 32 of the monolithic staircase.
  • either one following the course of the butt edge can be Flat iron 33 may be attached, on which the U-shaped reinforcement then attacks.
  • This flat iron 33 is then again via mandrels, not shown in Figure 7 in a sound-absorbing manner on the walls of a room cell, as shown in FIG. 6 are designated with 28 and 29, fixed. In doing so, forces are also exerted on these spikes passed so that with the spiral staircase 27 a stiffening and stabilization the room cell can be reached.
  • staircase which is designed as a folding mechanism, is very much in particular is easy to armor.
  • Reinforcement cages that can hardly be produced automatically are eliminated.
  • Such a staircase made as a folding structure is approximately 75% lighter than that Previous monolithic stairs, so that such a monolithic folding staircase especially for prefabricated elements to be transported after their manufacture is suitable considering the resulting from the transport logistics Weight restrictions.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Building Environments (AREA)
  • Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
  • Professional, Industrial, Or Sporting Protective Garments (AREA)
  • Vehicle Step Arrangements And Article Storage (AREA)
  • Percussion Or Vibration Massage (AREA)
  • Telephone Function (AREA)
  • Electrotherapy Devices (AREA)
  • Apparatus Associated With Microorganisms And Enzymes (AREA)
  • Panels For Use In Building Construction (AREA)
EP01125597A 2000-11-16 2001-10-26 Cellule préfabriquée avec coffrage perdu Expired - Lifetime EP1207237B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10056892 2000-11-16
DE10056892 2000-11-16

Publications (3)

Publication Number Publication Date
EP1207237A2 true EP1207237A2 (fr) 2002-05-22
EP1207237A3 EP1207237A3 (fr) 2003-08-13
EP1207237B1 EP1207237B1 (fr) 2006-03-22

Family

ID=7663570

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01125597A Expired - Lifetime EP1207237B1 (fr) 2000-11-16 2001-10-26 Cellule préfabriquée avec coffrage perdu

Country Status (8)

Country Link
EP (1) EP1207237B1 (fr)
AT (1) ATE321174T1 (fr)
CZ (1) CZ20014065A3 (fr)
DE (2) DE10125867A1 (fr)
ES (1) ES2260142T3 (fr)
HU (1) HUP0104879A3 (fr)
PL (1) PL350706A1 (fr)
PT (1) PT1207237E (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10309960A1 (de) * 2003-03-07 2004-11-11 Dietmar Noack Betonelement
HU227132B1 (hu) 2004-04-19 2010-07-28 Tibor Brettschneider Elõre gyártott építési elemek, eljárás ilyen elemekbõl modulrendszerû külsõ térelhatároló szerkezet gyártására, valamint ezekbõl épülethomlokzat készítése, továbbá eljárás építési elemek elõállítására
DE102009035164A1 (de) * 2009-07-29 2011-02-17 Ipr Ingenieur- Und Planungsgesellschaft Rinkenburger Mbh Vorgefertigte Funktionszelle

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2446508A1 (de) 1974-09-28 1976-04-15 Kesting Lorenz Raumzelle aus einem vorgefertigten stahlbetonkoerper und einer unabhaengig davon gefertigten bodenplatte
DE3304907A1 (de) 1983-02-12 1984-08-16 Bauunternehmung und Betonwerke Lorenz Kesting, 4670 Lünen Stahlbetonraumzelle zur errichtung der kleinsten raumeinheit eines gebaeudes
DE4402733A1 (de) 1994-01-29 1995-08-03 Reymann Technik Gmbh Verfahren zur Herstellung und Installation einer Sanitärzelle in neu zu errichtende Gebäude
DE19815520A1 (de) 1998-03-31 1999-10-07 Kesting Fertiggaragen Und Haus Raumzelle in Verlustformbauweise

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE867163C (de) * 1949-10-21 1953-08-17 Wilhelm Dr-Ing Ludowici Mit Fenstern und Tueren versehener Raumkasten
IT699948A (fr) * 1963-03-05
DE2210342A1 (de) * 1972-03-03 1973-09-13 Modulbau Ag Raumzelle aus bewehrtem beton fuer den fertigbau
CH572559A5 (en) * 1973-09-21 1976-02-13 Rinter Technik Ag Reinforced concrete holed room cell with building - with upward and downward bends on ceiling and floor edges for longitudinal reinforcement
AU475358B2 (en) * 1973-12-14 1975-06-19 Gordon Harry Building construction
US4107886A (en) * 1974-03-25 1978-08-22 Systems Concept, Inc. Prefabricated building module
DE2557043A1 (de) * 1975-12-18 1978-09-14 Peter Valerius Gebaeude in raumzellenweise
DE2603645A1 (de) * 1976-01-30 1977-08-04 Miroslav Dipl Ing Fencl Gebaeude
IT1103969B (it) * 1978-07-06 1985-10-14 Maioli Amos Cella modulare prefabbricata a forma di parallelepipedo cavo per la formazione di complessi abitabili ad uso privato o pubblico
DE2857398A1 (de) * 1978-11-02 1980-05-14 Franz Dipl Ing Bauer Verfahren zum herstellen von stahlbeton-fertiggaragen o.dgl.
DE3125551A1 (de) * 1981-06-29 1983-03-17 Werner Zapf vorm. Adam Zapf, 8580 Bayreuth Raumzelle aus beton, insbesondere fertiggarage, und verfahren zu ihrer herstellung
NL8500136A (nl) * 1985-01-21 1986-08-18 Anson Bouwsystemen B V Geprefabriceerde inbouweenheid voor een woning, alsmede woning, uitgevoerd met deze geprefabriceerde inbouweenheid.
FR2592078B1 (fr) * 1985-12-23 1988-04-08 Tung Cheak Tong Construction modulaire tridimensionnelle de maisons ou d'immeubles
DE4444921C2 (de) * 1994-12-16 1998-04-09 Gewie Technologietransfer Gmbh Raumbausteinsystem für das Errichten von Bauwerken
DE19960349A1 (de) * 1999-12-14 2001-06-21 Reymann Technik Gmbh Vorgefertigte Raumzelle aus Beton

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2446508A1 (de) 1974-09-28 1976-04-15 Kesting Lorenz Raumzelle aus einem vorgefertigten stahlbetonkoerper und einer unabhaengig davon gefertigten bodenplatte
DE3304907A1 (de) 1983-02-12 1984-08-16 Bauunternehmung und Betonwerke Lorenz Kesting, 4670 Lünen Stahlbetonraumzelle zur errichtung der kleinsten raumeinheit eines gebaeudes
DE4402733A1 (de) 1994-01-29 1995-08-03 Reymann Technik Gmbh Verfahren zur Herstellung und Installation einer Sanitärzelle in neu zu errichtende Gebäude
DE19815520A1 (de) 1998-03-31 1999-10-07 Kesting Fertiggaragen Und Haus Raumzelle in Verlustformbauweise

Also Published As

Publication number Publication date
EP1207237A3 (fr) 2003-08-13
PT1207237E (pt) 2006-07-31
EP1207237B1 (fr) 2006-03-22
PL350706A1 (en) 2002-05-20
ATE321174T1 (de) 2006-04-15
HUP0104879A2 (hu) 2002-12-28
HU0104879D0 (en) 2002-01-28
ES2260142T3 (es) 2006-11-01
HUP0104879A3 (en) 2003-05-28
DE10125867A1 (de) 2002-05-29
DE50109271D1 (de) 2006-05-11
CZ20014065A3 (cs) 2002-07-17

Similar Documents

Publication Publication Date Title
DE69232239T2 (de) Gebäudepaneel und gebäude mit einem solchen paneel
EP2181227B1 (fr) Element de paroi composite transportable prefabrique compose de parpaings de coffrage
DE2926969A1 (de) Vorgefertigte bauzelle in form eines hohl-parallelepiped zur bildung von wohnkomplexen fuer privaten und oeffentlichen gebrauch
EP1207237B1 (fr) Cellule préfabriquée avec coffrage perdu
DE2646231A1 (de) Bauwerk
AT527289B1 (de) Bogenhaus
EP0015444B1 (fr) Construction avec poutres en té
DE19836942B4 (de) Raumzelle aus Holz und Holzwerkstoffen
DD297386A5 (de) Polystyrolbeton fuer betonfertigteile
DE2428038A1 (de) Konstruktionssystem
DE19537139A1 (de) Vorgefertigtes Massivhaus in Modulbauweise
DE2503125A1 (de) Montagehaus
DE7027429U (de) Vorgefertigtes raumelement zur errichtung von gebaeuden.
WO2000011279A2 (fr) Systeme de maisons prefabriquees
EP0898026A2 (fr) Maison préfabriquée
EP0419785A2 (fr) Béton renfermant du polystyrène pour pièces préfabriquÀ©es en béton
DE19708689B4 (de) Bausatz aus Wandbauelementen für Gebäude
EP1207238A2 (fr) Cellules préfabriquées pour la construction de bâtiments
DE2309722A1 (de) Verfahren zur herstellung von betonierten gebaeudedecken
DE29821180U1 (de) Schalungssystem für Gebäude
DE102019119417A1 (de) Schalungselement
DE2342046A1 (de) Mehrgeschossiges fertiggebaeude
DE821403C (de) Vorgefertigtes Bauelement und Verfahren zum Zusammenbau solcher Bauelemente
DE959761C (de) Bauweise mit vereinheitlichten, vorgefertigten und raumhohen Wandteilen
DE20301303U1 (de) Gebäudefertigteil

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

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

17P Request for examination filed

Effective date: 20031204

AKX Designation fees paid

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

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

Owner name: RESULIT GMBH

17Q First examination report despatched

Effective date: 20040818

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 CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

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

Effective date: 20060322

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;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20060322

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REF Corresponds to:

Ref document number: 50109271

Country of ref document: DE

Date of ref document: 20060511

Kind code of ref document: P

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: R. A. EGLI & CO. PATENTANWAELTE

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

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: 20060622

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: 20060622

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 20060606

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20060401857

Country of ref document: GR

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Effective date: 20060517

ET Fr: translation filed
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: 20061031

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2260142

Country of ref document: ES

Kind code of ref document: T3

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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: 20061227

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

Ref country code: DE

Payment date: 20071005

Year of fee payment: 7

Ref country code: ES

Payment date: 20071026

Year of fee payment: 7

Ref country code: NL

Payment date: 20071016

Year of fee payment: 7

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

Ref country code: AT

Payment date: 20071024

Year of fee payment: 7

Ref country code: IT

Payment date: 20071027

Year of fee payment: 7

Ref country code: CH

Payment date: 20071023

Year of fee payment: 7

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

Ref country code: BE

Payment date: 20071022

Year of fee payment: 7

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

Ref country code: FR

Payment date: 20071019

Year of fee payment: 7

Ref country code: GB

Payment date: 20071022

Year of fee payment: 7

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

Ref country code: GR

Payment date: 20071025

Year of fee payment: 7

Ref country code: PT

Payment date: 20071018

Year of fee payment: 7

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

Ref country code: FI

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

Effective date: 20060322

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: 20060322

Ref country code: LU

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

Effective date: 20061026

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: 20060322

BERE Be: lapsed

Owner name: *RESULIT G.M.B.H.

Effective date: 20081031

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

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

Effective date: 20090427

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: 20081026

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 20090501

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20090630

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

Ref country code: NL

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

Effective date: 20090501

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: 20081026

Ref country code: DE

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

Effective date: 20090501

Ref country code: PT

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

Effective date: 20090427

Ref country code: IT

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

Effective date: 20081026

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

Ref country code: BE

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

Effective date: 20081031

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

Ref country code: CH

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

Effective date: 20081031

Ref country code: FR

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

Effective date: 20081031

Ref country code: LI

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

Effective date: 20081031

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: 20081026

Ref country code: GR

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

Effective date: 20090505

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20081027

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 NON-PAYMENT OF DUE FEES

Effective date: 20081027