EP0789116A1 - Elément de coffrage - Google Patents

Elément de coffrage Download PDF

Info

Publication number
EP0789116A1
EP0789116A1 EP96120679A EP96120679A EP0789116A1 EP 0789116 A1 EP0789116 A1 EP 0789116A1 EP 96120679 A EP96120679 A EP 96120679A EP 96120679 A EP96120679 A EP 96120679A EP 0789116 A1 EP0789116 A1 EP 0789116A1
Authority
EP
European Patent Office
Prior art keywords
formwork element
rods
holding
element according
formwork
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
EP96120679A
Other languages
German (de)
English (en)
Other versions
EP0789116B1 (fr
Inventor
Willibald Fischer
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 EP0789116A1 publication Critical patent/EP0789116A1/fr
Application granted granted Critical
Publication of EP0789116B1 publication Critical patent/EP0789116B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • E02D5/185—Bulkheads or similar walls made solely of concrete in situ with flexible joint members between sections
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/02—Flat foundations without substantial excavation
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065—Light-weight girders, e.g. with precast parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts

Definitions

  • the invention relates to formwork element for lost formwork in concrete construction.
  • Such a formwork element is known from DE-PS 41 11 062.
  • the known formwork element consists of an expanded metal sheet which is welded between the transverse and longitudinal bars of a metal grid.
  • the known formwork element can be used in this form as a lost formwork panel.
  • the formwork element can also be firmly connected to a self-supporting rod frame to form a spatially shaped, prefabricated formwork element, such as a channel formwork of the type of DE-GM 90 05 482 or a backsplash according to DE-GM 92 06 140.
  • the known formwork element can be used very well for the intended use, but requires more work and is therefore relatively expensive.
  • the invention has for its object to provide an inexpensive and easy to manufacture, fully functional formwork element and to show a method for its manufacture.
  • the inventive design of the concrete-holding formwork surfaces of the formwork element by means of a multiplicity of essentially parallel covering bars creates a formwork element which is simple to manufacture and inexpensive. It has been found that the covering rods are in a position to provide a distance to one another that is matched to the concrete quality, to hold the concrete securely within the formwork, but on the other hand to allow a certain amount of swelling out, so that they also parallel with it Cover rods can be created a rough connection surface on which the second concrete section to be subsequently produced can claw well. However, this also embeds the cover bars in the concrete, which contributes to additional reinforcement and thus to increased strength.
  • the preferred distance between the cover bars according to claim 2 is between 6 and 8 mm.
  • the distance can also be reduced to zero or increased to 30 mm.
  • the preferred thickness of the cover rods is 3 to 5 mm. However, if additional, particularly effective reinforcement is to be achieved, its diameter can increase to 12 mm.
  • the covering bars according to claim 4 are made of metal, with reinforcing bars consisting of recycling material being preferred.
  • the configuration according to claim 5 makes the manufacture of the formwork element according to the invention even easier.
  • a plurality of parallel holding rods are expediently provided for holding the cover rods.
  • the spacing of the support rods can be dimensioned based on structural conditions, in particular the diameter of the cover rods and the expected concrete pressure to which the cover rods are exposed. A distance between 10 and 25 cm, preferably 20 cm, will be sufficient for most applications.
  • the support bars can also be used for additional reinforcement and for this purpose according to claim 8 a diameter up to 12 mm, i.e. the diameter of the usual reinforcing bars.
  • the holding rods should preferably consist of metal, as described in claim 9.
  • the formwork element according to the invention can also be designed as a formwork element with a self-supporting scaffold, the cover rods being carried directly by one of the scaffold rods, which further simplifies production.
  • the cover rods form part of the supporting structure, so that the production is further simplified.
  • Claim 13 describes a particularly preferred method for producing the formwork element according to the invention, for which the device already described in DE-PS 41 11 062 can expediently be used.
  • the holding rods of the spot welding stations which have a constant spacing from one another, can be fed and the covering rods placed on the holding rods at the predetermined distance shortly before the spot welding station and immediately welded to the holding rods.
  • the production of the formwork elements according to the invention is particularly simple and cost-effective if the holding rods according to Claim 14 from a continuous supply, for example a roll, fed and only cut into the desired size of the formwork element after connecting to the cover rods.
  • Claim 15 describes a particularly preferred because simple and inexpensive method of producing formwork elements with a self-supporting framework and formwork walls, since a flat material can be produced in a substantially simple manner.
  • Fig. 1 shows a first embodiment of a formwork element 1 according to the invention in the form of a flat formwork strip or a formwork panel shown only partially.
  • the formwork element 1 has a plurality of closely adjacent and parallel to each other covering rods 2 with a round cross-section, which are connected to one another by a holding device in the form of holding rods 3 running at right angles to the covering rods 2 and are held at a predetermined distance a from one another.
  • the holding rods 3 also have a round cross section.
  • the distance a between the cover bars 2 is matched to the concrete quality to be shuttered with the formwork element 1 and can be 0 mm in the case of particularly low-viscosity concrete qualities and 12 mm in the case of particularly tough, viscous concrete qualities. However, for most of the usual concrete qualities, the distance a is between 6 and 8 mm.
  • the cover rods 2 have a diameter d, which was chosen for the cover rods 2 or the concrete part according to the desired strength and bending stiffness and can be up to 12 mm.
  • the diameter d is usually between 3 and 5 mm.
  • the holding rods 3 have a diameter D, which can be up to 12 mm.
  • the holding bars 3 are arranged at a distance A on the same side of the covering bars 2, which suitably corresponds to the distance between the reinforcing bars of a mesh mat and is between 10 and 25 cm, preferably 20 cm.
  • the support rods 3 can, as shown in Fig. 1, protrude slightly beyond the outer cover rods, but can also be aligned with them.
  • Both the cover rods 2 and the holding rods 3 consist of the usual structural steel and are spot-welded to one another at their crossing points. They can have a profiled outer surface, as is also common with reinforcing bars.
  • the flat formwork element 1 can be used like any other surface formwork, i.e. it can be set up in the usual way or attached to a support frame.
  • Fig. 2 shows a further embodiment of a formwork element 10 according to the invention, which is designed as a formwork element for producing a backsplash.
  • the formwork element 10 has the cover rods 2 already described with reference to FIG. 1, the diameter and spacing of which are identical to those of FIG. 1.
  • U-shaped brackets 13 serve as holding devices in the formwork element 10, the legs of which are designed as holding rods and are held in an upright position and at a predetermined distance from one another by the covering rods 2.
  • Cover rods 2 and U-shaped brackets 13 are thus part of a framework 14 which determines the shape of the formwork element 10.
  • the shape of the scaffold can be stabilized by anchor rods and spacers (not shown) that extend across the cross-section.
  • the framework of the formwork element 10 includes a holder 15 into which one of the usual joint tapes, not shown, made of elastic material can be inserted.
  • the bracket 15 consists of V-shaped brackets 16, wherein a V-shaped bracket 16 is arranged with its apex in the middle of the U-shaped bracket 13 between the cover rods 2.
  • the holder 15 additionally has connecting rods 17 which, in particular, connect the free ends of the V-shaped brackets 16 to one another and keep them at a distance from one another, but can also be arranged between the vertices of the V-shaped brackets and their free ends. All rods of the frame 14 for the formwork element 10 have a round cross section and are made of structural steel.
  • the device 20 contains a feed table 21 on which, in the exemplary embodiment shown, there are already rods 3, 13 cut to the desired length, which form the holding device. However, the holding rods can also be removed from a rail and fed continuously.
  • the holding rods 3, 13 are at a predetermined distance D from one another perpendicular to the plane of the drawing in FIG. 3 and are arranged in parallel.
  • the guide table 21 has a feed finger 22 for each of the holding rods 3, 13, which acts on the trailing end of each holding rod 3, 13 in such a way that the holding rods 3, 13 together controlled by feed in the direction of their longitudinal extent and in the direction of arrow A to a spot welding station 23.
  • the most important features of the spot welding station 23 are two electrodes 24 and a preferably magnetic stop 25 for the cover bars 2 arranged above the arriving holding rods 3, 13, which are supplied by a feed device 26 arranged above the spot welding station 23.
  • the feed device 26 has a drum 27 which can be rotated in the direction of the arrow B and in the circumference of which receiving grooves 28 are provided which can each accommodate only a single cover rod 2.
  • the cover rods 2 lie on a ramp 29 and are guided by this to the drum 27.
  • a cover rail 30 ensures that the cover rods 2 remain in their grooves 28 until they are directly above the spot welding station 23. At this point, the cover rail 30 is interrupted by a supply gap 31, through which the cover rods 2 can fall individually onto the holding rods 3, 13 in their predetermined position. After welding, the feed fingers 22 continue to move so that the subsequent cover rod 2 falls onto the holding rods 3, 13 and can be welded there.
  • the feed speed A of the feed fingers 22 and the rotational speed B of the drum 27 are controlled and coordinated with one another in such a way that for the production of the formwork element 1, the covering rods 2 fall onto the holding rods 3 at intervals and with such a time interval that the predetermined spatial distance a is reached .
  • the resulting flat material is removed and, if necessary, further processed by cutting and / or bending.
  • covering rods 2 are welded over the entire length of the holding rods 3 and the resulting flat material is then optionally connected cut into the desired dimensions.
  • a cutting device can be connected to the spot welding station, which cuts the flat material at predetermined locations depending on the control of the feed (number of cycles and time).
  • the formwork element 10 is preferably produced in two steps, the holding bars 13 forming the U-shaped bracket being welded to the cover bars 2 in one step, an appropriate control system ensuring that the cover bars 2 are attached only to the legs of the U- Shaped bracket 13 are provided where they later form a formwork wall, and the web of the U-shaped bracket remains free.
  • the holder 15 is produced in the same device 20, the bars forming the V-shaped bracket 17 being fed analogously to the holding bars 3, and the bars 17 forming the cross connection being fed analogously to the covering bars 2. Then the two parts of the frame are bent as shown in Fig. 2, U- or V-shaped and welded together.
  • the formwork element according to the invention can also be produced in other forms, for example as gutter formwork without a joint tape holder.
  • the joint tape holder can also be produced with the help of U-shaped brackets instead of the V-shaped bracket shown in FIG. 2.
  • the rods do not have to be made of metal. Instead of bars with a round cross section, strip-shaped or strip-shaped bars can also be used. If the electrodes of the spot welding device can be moved perpendicular to the plane of the drawing in FIG. 3, it is also possible with a sophisticated control to produce the formwork element according to FIG. 2 first as a flat material and then to bend it up accordingly.
  • the cover rods can be used instead of holding rods can also be held in their predetermined position by blocks or other holding devices.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Bipolar Transistors (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Semiconductor Memories (AREA)
  • Weting (AREA)
  • Element Separation (AREA)
  • Surgical Instruments (AREA)
  • Saccharide Compounds (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
EP96120679A 1996-02-09 1996-12-20 Elément de coffrage Expired - Lifetime EP0789116B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19604766A DE19604766C1 (de) 1996-02-09 1996-02-09 Schalungselement
DE19604766 1996-02-09

Publications (2)

Publication Number Publication Date
EP0789116A1 true EP0789116A1 (fr) 1997-08-13
EP0789116B1 EP0789116B1 (fr) 2007-12-12

Family

ID=7784971

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96120679A Expired - Lifetime EP0789116B1 (fr) 1996-02-09 1996-12-20 Elément de coffrage

Country Status (6)

Country Link
EP (1) EP0789116B1 (fr)
AT (1) ATE380911T1 (fr)
DE (2) DE19604766C1 (fr)
DK (1) DK0789116T3 (fr)
ES (1) ES2299176T3 (fr)
PT (1) PT789116E (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1627978A2 (fr) 2004-08-19 2006-02-22 FWR Solutions GmbH Élément de coffrage
EP1978159A1 (fr) * 2007-04-04 2008-10-08 Bauer Spezialtiefbau GmbH Coffrage pour étanchér des modules des rideaux souterrains

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR567031A (fr) * 1923-06-05 1924-02-23 Procédé de construction de murs et cloisons
DE907581C (de) * 1951-12-13 1954-03-25 Georg Schwab Putztraegermatte aus Rohrhalmen oder Holzstaeben und aus solchen Matten zusammengefuegter Putztraeger
AU481679B2 (en) * 1974-04-10 1975-10-16 Avi Alpenlandische Veredelungs-Industrie Gesellschaft M. B. H A reinforcing element for concrete
DE9005482U1 (fr) 1990-05-14 1991-09-12 Fischer, Willibald, 8312 Dingolfing, De
DE4111062C1 (fr) 1991-04-05 1992-05-14 Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De
DE9206140U1 (de) 1992-05-07 1993-09-09 Peca Verbundtechnik Schalung
DE9412584U1 (de) * 1994-08-04 1994-09-29 Walter Holzmann Fa Vorrichtung zum Abstützen eines Schalbretts auf einem Mauerwerk

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH191780A (de) * 1936-06-05 1937-07-15 Merz Hermann Bauelement zur schalungslosen Herstellung eines tragenden Mauerwerkes.
CH620272A5 (en) * 1977-04-25 1980-11-14 Jean Bernold Formwork and reinforcement grid
FR2616040B1 (fr) * 1987-06-05 1990-04-20 Grimaud Freres Sa Fond de cage grillage
FR2625525A1 (fr) * 1987-12-31 1989-07-07 Carlo Giuseppe Di Procede de construction d'une piscine utilisant un beton arme coule simultanement pour former le fond, les murs et les plages sans coffrage perdu et piscine ainsi obtenue

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR567031A (fr) * 1923-06-05 1924-02-23 Procédé de construction de murs et cloisons
DE907581C (de) * 1951-12-13 1954-03-25 Georg Schwab Putztraegermatte aus Rohrhalmen oder Holzstaeben und aus solchen Matten zusammengefuegter Putztraeger
AU481679B2 (en) * 1974-04-10 1975-10-16 Avi Alpenlandische Veredelungs-Industrie Gesellschaft M. B. H A reinforcing element for concrete
DE9005482U1 (fr) 1990-05-14 1991-09-12 Fischer, Willibald, 8312 Dingolfing, De
DE4111062C1 (fr) 1991-04-05 1992-05-14 Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De
DE9206140U1 (de) 1992-05-07 1993-09-09 Peca Verbundtechnik Schalung
DE9412584U1 (de) * 1994-08-04 1994-09-29 Walter Holzmann Fa Vorrichtung zum Abstützen eines Schalbretts auf einem Mauerwerk

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1627978A2 (fr) 2004-08-19 2006-02-22 FWR Solutions GmbH Élément de coffrage
EP1627978A3 (fr) * 2004-08-19 2006-05-03 FWR Solutions GmbH Élément de coffrage
EP1978159A1 (fr) * 2007-04-04 2008-10-08 Bauer Spezialtiefbau GmbH Coffrage pour étanchér des modules des rideaux souterrains

Also Published As

Publication number Publication date
EP0789116B1 (fr) 2007-12-12
DE19604766C1 (de) 1997-09-04
DK0789116T3 (da) 2008-03-31
ATE380911T1 (de) 2007-12-15
ES2299176T3 (es) 2008-05-16
PT789116E (pt) 2008-01-17
DE59611453D1 (de) 2008-01-24

Similar Documents

Publication Publication Date Title
DE3013710C2 (de) Vorrichtung zum Verwahren von in einer Betonwand zu verankernden Bewehrungsstäben
DE4111062C1 (fr)
DE2821562C3 (de) Bewehrungsgitter für Beton, insbesondere für die Sicherung unterirdischer Hohlräume
EP0532908B1 (fr) Elément de coffrage pour joints
EP1741851B2 (fr) Grillage d'armature pour béton armé et procédé pour la fabrication d'une armature de paroi
EP0122316A2 (fr) Elément d'armature en treillis d'acier
DE19604766C1 (de) Schalungselement
DE1812865C3 (de) Bewehrung fur flächige Betonbauteile
EP0692585B1 (fr) Elément de coffrage
EP1332262B2 (fr) Treillis d'armature pour beton arme
DE1609814A1 (de) Bewehrungselement fuer Stahlbetonbauteile
EP1132545A2 (fr) Matériel de coffrage
EP0052164B1 (fr) Treillis pour placer des tuyaux élastiques ou flexibles
DE102020126584B3 (de) Maschine und Verfahren zur Herstellung einachsiger Bewehrungsstahlstabmatten
EP0532460B1 (fr) Support de câbles pour installation dans les bâtiments
DE1559461C (de) Bewehrung fur eine dünne, als verlorene Schalung für den Ort beton von Deckenplatten dienende Stahlbetontafel
AT406281B (de) Stahlbetonbewehrung
AT399006B (de) Verfahren zur herstellung von teilen für stahlbetonbewehrungen
DE2425477C3 (de) Vorrichtung zur Fixierung der Lage von zwei im Abstand gegenüberstehenden Schalungswänden
DE102021103735A1 (de) Verfahren zur Herstellung eines Bewehrungskorbes für eine Mauerscheibe sowie Bewehrungskorb für diese Mauerscheibe
DE2806228A1 (de) Bewehrungsgebilde
DE1759777C3 (de) Abstandhalter für innerhalb einer Wandschalung angeordnete Bewehrungsmatten
DE2157617A1 (de) Abstandhalter fuer bewehrungsmatten, sowie verfahren zur herstellung von bewehrungen
DE10037193A1 (de) Schalungsmaterial
AT409514B (de) Bewehrungsmatte

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

17P Request for examination filed

Effective date: 19980205

17Q First examination report despatched

Effective date: 19990601

APAB Appeal dossier modified

Free format text: ORIGINAL CODE: EPIDOS NOAPE

APAB Appeal dossier modified

Free format text: ORIGINAL CODE: EPIDOS NOAPE

APAD Appeal reference recorded

Free format text: ORIGINAL CODE: EPIDOS REFNE

APBT Appeal procedure closed

Free format text: ORIGINAL CODE: EPIDOSNNOA9E

APAF Appeal reference modified

Free format text: ORIGINAL CODE: EPIDOSCREFNE

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

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

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20080107

REF Corresponds to:

Ref document number: 59611453

Country of ref document: DE

Date of ref document: 20080124

Kind code of ref document: P

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ISLER & PEDRAZZINI AG

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2299176

Country of ref document: ES

Kind code of ref document: T3

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: 20071212

ET Fr: translation filed
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: 20080915

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: 20080313

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

Ref country code: NL

Payment date: 20081219

Year of fee payment: 13

Ref country code: MC

Payment date: 20081216

Year of fee payment: 13

Ref country code: LU

Payment date: 20081219

Year of fee payment: 13

Ref country code: IE

Payment date: 20081227

Year of fee payment: 13

Ref country code: DK

Payment date: 20081218

Year of fee payment: 13

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

Ref country code: PT

Payment date: 20081120

Year of fee payment: 13

Ref country code: ES

Payment date: 20081215

Year of fee payment: 13

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

Ref country code: BE

Payment date: 20081218

Year of fee payment: 13

Ref country code: SE

Payment date: 20081217

Year of fee payment: 13

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

Ref country code: FR

Payment date: 20081211

Year of fee payment: 13

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

Ref country code: GB

Payment date: 20081217

Year of fee payment: 13

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

Ref country code: CH

Payment date: 20091224

Year of fee payment: 14

Ref country code: AT

Payment date: 20091222

Year of fee payment: 14

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

Ref country code: IT

Payment date: 20091217

Year of fee payment: 14

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: 20100621

BERE Be: lapsed

Owner name: FISCHER, WILLIBALD

Effective date: 20091231

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

Ref country code: DE

Payment date: 20100129

Year of fee payment: 14

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20100701

EUG Se: european patent has lapsed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

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

Effective date: 20100621

Ref country code: MC

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

Effective date: 20100701

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

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

Effective date: 20091220

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20100831

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: 20100701

Ref country code: IE

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

Effective date: 20091221

Ref country code: FR

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

Effective date: 20091231

Ref country code: BE

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

Effective date: 20091231

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: 20091220

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 NON-PAYMENT OF DUE FEES

Effective date: 20100104

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20110328

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: 20091220

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 NON-PAYMENT OF DUE FEES

Effective date: 20091221

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: 20110314

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: 20101220

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: 20091221

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: 20101231

Ref country code: LI

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

Effective date: 20101231

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 59611453

Country of ref document: DE

Effective date: 20110701

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

Ref country code: DE

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

Effective date: 20110701

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 NON-PAYMENT OF DUE FEES

Effective date: 20101220