EP1538281B1 - Méthode et élément préfabriqué pour la fabrication d'une piscine avec goulotte de débordement - Google Patents

Méthode et élément préfabriqué pour la fabrication d'une piscine avec goulotte de débordement Download PDF

Info

Publication number
EP1538281B1
EP1538281B1 EP04450218A EP04450218A EP1538281B1 EP 1538281 B1 EP1538281 B1 EP 1538281B1 EP 04450218 A EP04450218 A EP 04450218A EP 04450218 A EP04450218 A EP 04450218A EP 1538281 B1 EP1538281 B1 EP 1538281B1
Authority
EP
European Patent Office
Prior art keywords
prefabricated
shaped
prefabricated element
pool
groove
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.)
Expired - Lifetime
Application number
EP04450218A
Other languages
German (de)
English (en)
Other versions
EP1538281A1 (fr
Inventor
Gerald Schöfer
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 EP1538281A1 publication Critical patent/EP1538281A1/fr
Application granted granted Critical
Publication of EP1538281B1 publication Critical patent/EP1538281B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00—Swimming or splash baths or pools
    • E04H4/12—Devices or arrangements for circulating water, i.e. devices for removal of polluted water, cleaning baths or for water treatment
    • E04H4/1209—Treatment of water for swimming pools
    • E04H4/1218—Devices for removal of polluted water; Circumferential gutters
    • E04H4/1227—Circumferential gutters
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00—Swimming or splash baths or pools
    • E04H4/14—Parts, details or accessories not otherwise provided for
    • E04H4/141—Coping elements for swimming pools

Definitions

  • the invention relates to a method for producing a swimming pool with an overflow channel according to the preamble of patent claim 1.
  • Molded bricks allow a very individual design of the swimming pool, so that they can be optimally adapted to the spatial conditions of the building site in order to make the best possible use of the available space. It is also known to line the thus constructed swimming pool with films, since the production of foil liners for individual pelvic measurements is easy to implement. It is also known to design these swimming pools with an overflow channel in order to introduce the water depth to the maximum building law basin depth.
  • the finished part has a concrete base body, which has substantially the shape of a U-profile, with a substantially planar limited bottom and outside at right angles to these adjoining longitudinal walls, the upper areas are covered by connection profiles that form lost in the manufacture of the finished part shuttering elements whose outer surfaces are formed by plastic layers, with which the pelvic film is firmly bonded by welding.
  • an overflow channel which discloses a component which is connected to other components to form a channel.
  • the gutter part of the component consists of a plastic gutter, which is poured into an armored support member made of concrete in the form of a lost formwork and with the plastic gutters of adjacent components is sealingly connected.
  • the main body of this component consists of at least two parts, a gutter part and a support part, which are firmly connected to each other.
  • the sealing connection of adjacent components is effected either by gluing with a rubber-elastic curing adhesive, such as cold-curing silicone rubber, or by welding the made of thermoplastic resin trough parts.
  • a disadvantage of this design is that the gutter part and the supporting part are firmly connected. This makes subsequent remedial measures considerably more difficult.
  • DE 199 06 507 A proposes an overflow channel made of plastic parts, which is not rigidly connected to the concrete, but is merely placed on a flat concrete surface.
  • a disadvantage of this embodiment is that for this required exact alignment of the individual finished parts an adjustment must be present on each individual finished part.
  • the overflow channel is unprotected against lateral forces, such as those that can occur in winter months due to snow and ice pressure.
  • FR 2 537 196 A shows an overflow trough which is placed on the edge of a swimming pool and has a rib in the shape of an inverted U, whereby an overflow edge is formed.
  • swimming pools are increasingly no longer made of precast concrete parts, but made of molded blocks, which are in turn made of insulating material and are poured out after assembly with poured concrete, this aggregate concrete aggregates - for example, glass fibers - may be added.
  • the present invention therefore has as its object to provide precast elements for the construction of an overflow channel, as well as the overflow channel made of plastic, which can be combined with the known, rectilinear, angular and curved insulating molded blocks and the aforementioned disadvantages of the previously known embodiments Reliably avoids plastic overflow troughs.
  • the present invention relates to a precast element for producing an overflow channel according to claim 4.
  • the inventive construction enables a robust construction with a simple structure and excellent thermal properties.
  • a high load capacity is achieved in particular by providing a plurality of mutually parallel support surfaces for the gutter cover grates in the region of the horizontal section and / or the groove-shaped depression.
  • the load-bearing capacity can be increased by providing at least one transverse strut in the upper section of the groove-shaped depression for stiffening the precast element and / or for supporting gutter cover gratings.
  • Water losses are avoided in a particularly preferred embodiment of the invention in that on a first end face at least one groove and on the opposite end side a spring is provided to allow a positive connection of adjacent prefabricated elements and that preferably in the region of the tongue and groove connection a rubbery molded seal is inserted or a permanently elastic sealing adhesive layer is introduced.
  • a simplified work progress is given if a profile web is formed in the region of the end faces, which projects into the trough-shaped recess to connect adjacent precast elements by a clamp member which preferably includes the profile webs with play to allow drifting adjacent precast elements to a small extent .
  • a particular advantage of this embodiment is that production tolerances and / or thermal changes in length can be compensated in this way without other disadvantages.
  • the present invention relates to a swimming pool, which is equipped according to claim 12 with the precast elements described above.
  • the finished part 1 consists essentially of a groove-shaped recess 2, a holding leg 3 and a located between these two sections, here substantially horizontally extending portion 4, which rests on a molded with concrete insulating molded block 5, of which the vertical leg 8 opposite vertical leg 8 was separated in the upper part to the cross bar 7.
  • the insulating molded block 5 consists for example of Styrofoam and usually has an H-shaped cross-section with vertical legs 6 and 8, between which is located approximately centrally a broad transverse web 7.
  • the vertical leg 6 is in his Upper area at least partially overlapped by the retaining leg 3 of the finished part 1 form fit.
  • At least one transverse strut 17 may be provided for stiffening the precast element 1 and / or for supporting gutter cover gratings 10.
  • a coated sheet 18 may be provided for film attachment.
  • the holding leg 3 can be almost completely covered by a stainless steel cover profile 19 in a preferred embodiment.
  • the opposite conclusion forms in this case another Titanabdeckprofil 20, which makes the section 21 of the molded part 1 to the ground or to the Gehplatten not shown visually appealing.
  • each profile webs 22 which project into the channel-shaped recesses 2 are in a particularly preferred embodiment in the joint region of two precast 1 each profile webs 22 which project into the channel-shaped recesses 2, wherein each two adjacent profile webs 22 adjacent finished parts 1 are encompassed by a clamping element 23 with game.
  • each precast element 1 is formed on one side with a groove 25 and on the opposite side with a spring 26 to allow a positive connection of adjacent precast elements 1.
  • a rubber-elastic, molded seal is inserted in the tongue and groove connection.
  • the corner regions of the basin are formed by angled prefabricated elements 1, as shown for example in FIG. 4.
  • angled prefabricated elements as shown for example in FIG. 4.
  • Round pool edges have similarly formed, curved prefabricated elements.
  • cross struts 17 may be present.
  • FIG. 5 An enlarged section of the connection point between two adjacent precast elements 1, 1 'in the region of the profile webs 22, 22' has been shown in FIG. 5 as a vertical section.
  • the precast element 1 terminates with a spring 26, the finished part element 1 'terminates with a groove 25 from. In between there is a seal 29.
  • the adjacent profile webs 22 and 22 ' are comprised of a clamping element 23, wherein between the inside of the clamping element 23 and the profile webs 22 and 22', there is a gap which a displacement of the precast elements 1 and 1 'from each other a narrow range allowed. However, this range is kept so low that there can be no leakage between the precast elements 1 and 1 '.
  • Fig. 6 shows the same connection point of Fig. 5, but as a horizontal section.
  • the particular advantage of the precast elements according to the invention and thus the overflow channel made therefrom is that no heat loss of the effluent pool water can occur by contact with cold bridges, such as cold concrete or the like.
  • the only contact surface with concrete concerns those between the insulating legs of a Isolierformsteines, which can not represent a cold bridge due to its location.
  • the overflow channel according to the invention is ideal both for outdoor pools, but especially for use in indoor pools.
  • precast elements can be handled just as easily as the Isolierformsteine and also are much cheaper to produce, as custom-made stainless steel troughs.
  • waterproof connection is much easier to manufacture compared with stainless steel troughs and has a many times longer life.
  • Another advantage is the preferred connection of adjacent prefabricated elements on the molded profile webs by additional clamping elements, since the precast elements can change their position in the longitudinal region within small limits their deformation without risking damage to the joints and thus a leak.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)
  • Revetment (AREA)

Claims (12)

  1. Procédé de fabrication d'une piscine ayant une goulotte de débordement, comprenant les étapes consistant à :
    - fabriquer des parois de piscine en blocs moulés (5) composés d'un matériau isolant et coulés avec du béton,
    - fabriquer un bord supérieur approprié dans les parois de piscine,
    - placer au moins un élément préfabriqué, selon l'une des revendications 4 à 11, composé d'une matière plastique, sur une paroi de la piscine pour obtenir une goulotte de débordement,
    caractérisé en ce que
    le bord supérieur d'au moins une paroi de piscine est formé par des blocs moulés (5) présentant, du côté du bassin, des branches verticales (6) dépassant vers le haut avec chaque fois une traverse (7) reliée horizontale, et
    l'élément préfabriqué (1) est placé au moins en partie par complémentarité de forme en débordant sur les branches verticales (6).
  2. Procédé selon la revendication 1,
    caractérisé en ce que
    les parties de l'élément préfabriqué (1) situées à côté des blocs moulés (5) sont isolées par d'autres isolations (11, 12).
  3. Procédé selon l'une des revendications 1 ou 2,
    caractérisé en ce que
    les goulottes de débordement composées de plusieurs éléments préfabriqués (1) sont formées par collage ou soudage.
  4. Élément préfabriqué pour la fabrication d'une goulotte de débordement pour une piscine, destiné à être placé sur un bloc moulé (5) composé d'un matériau isolant, comprenant une partie sensiblement horizontale (4) en position d'utilisation, un renfoncement (2) en forme de goulotte relié à la partie horizontale (4) et une grille de recouvrement de goulotte (10),
    caractérisé en ce qu'
    une branche de support (3) est reliée à la partie horizontale (4) opposée au renfoncement (2) et destinée à être placée avec complémentarité de forme sur une branche verticale (6) du bloc moulé (5).
  5. Élément préfabriqué selon la revendication 4,
    caractérisé en ce qu'
    au niveau de la partie horizontale (4) et/ou du renfoncement en forme de goulotte (2), plusieurs surfaces d'appui parallèles entre elles (15, 16) sont prévues pour les grilles de recouvrement de goulotte (10).
  6. Élément préfabriqué selon la revendication 4 ou 5,
    caractérisé en ce que
    dans la partie supérieure du renfoncement en forme de goulotte (2), au moins une traverse intermédiaire (17) est prévue pour renforcer l'élément préfabriqué et/ou pour soutenir les grilles de recouvrement de goulotte (10).
  7. Élément préfabriqué selon l'une des revendications 4 à 6,
    caractérisé en ce qu'
    au moins une rainure (25) est prévue contre une première face frontale et une languette (26) sur la face frontale opposée, pour permettre une liaison enfichable par complémentarité de forme des éléments fabriqués adjacents (1, 1'), et
    on pose un joint d'étanchéité moulé (29) ayant l'élasticité du caoutchouc, ou on applique une couche adhésive étanche (30) ayant une élasticité durable, de préférence au niveau de la liaison par rainure-languette (25, 26).
  8. Élément préfabriqué selon l'une des revendications 4 à 7,
    caractérisé en ce qu'
    un montant profilé (22, 22') formé au niveau des faces frontales dépasse vers l'intérieur dans le renfoncement en forme de goulotte (2) pour relier les éléments préfabriqués adjacents (1, 1') par un élément de serrage (23) qui encercle les montants profilés (22, 22'), de préférence avec un jeu permettant un faible déplacement des éléments préfabriqués adjacents (1, 1') l'un par rapport à l'autre.
  9. Élément préfabriqué selon l'une des revendications 4 à 8,
    caractérisé en ce que
    la branche de support (3) est recouverte en surface au moins partiellement ou est munie d'une tôle recouverte (18) pour permettre le soudage d'une feuille du bassin.
  10. Élément préfabriqué selon l'une des revendications 4 à 9,
    caractérisé en ce que
    la branche de support (3) comprend un profilé de recouvrement (19) de préférence réglable par rapport à la branche de support (3), pour pouvoir s'adapter à la surface de l'eau.
  11. Élément préfabriqué selon l'une des revendications 4 à 10,
    caractérisé en ce que
    la grille de recouvrement de goulotte (10) recouvre la partie horizontale (4) et le renfoncement en forme de goulotte (2).
  12. Piscine, avec des parois construites en blocs moulés (5) composés d'un matériau isolant, qui sont coulées avec du béton, le bord supérieur étant formé par des blocs (5) présentant une branche verticale (6) dépassant vers le haut et reliée à une traverse (7) sensiblement horizontale.
    caractérisée en ce que
    sur le bord supérieur est placé au moins un élément préfabriqué (1) selon l'une des revendications 4 à 11, qui entoure la branche verticale (6) du bloc moulé (5) par complémentarité de forme.
EP04450218A 2003-12-02 2004-11-25 Méthode et élément préfabriqué pour la fabrication d'une piscine avec goulotte de débordement Expired - Lifetime EP1538281B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0086303U AT7417U1 (de) 2003-12-02 2003-12-02 Fertigteilelement für den bau einer überlaufrinne aus kunststoff und daraus hergestellte überlaufrinne
AT8632003U 2003-12-02

Publications (2)

Publication Number Publication Date
EP1538281A1 EP1538281A1 (fr) 2005-06-08
EP1538281B1 true EP1538281B1 (fr) 2007-03-07

Family

ID=33569137

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04450218A Expired - Lifetime EP1538281B1 (fr) 2003-12-02 2004-11-25 Méthode et élément préfabriqué pour la fabrication d'une piscine avec goulotte de débordement

Country Status (3)

Country Link
EP (1) EP1538281B1 (fr)
AT (2) AT7417U1 (fr)
DE (1) DE502004003118D1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2905957A1 (fr) * 2006-09-15 2008-03-21 Amaya Piscines Sarl Goulotte d'evacuation et ensemble pour la pose d'une evacuation le long d'une paroi.
FR2927345A1 (fr) * 2008-02-11 2009-08-14 Jacques Pitoux Dispositif a debordement apte a etre positionne sur les parois en bois d'une piscine
AT524845B1 (de) * 2021-09-23 2022-10-15 Berndorf Metall Und Baederbau Gmbh Leitvorrichtung zum Umlenken von Wasser in einer Wasserablaufrinne eines Schwimmbeckens sowie entsprechende Wasserablaufrinne
FR3144631B1 (fr) 2022-12-28 2025-04-11 Laurent Bernard Dispositif d’ecumage pour bassin a debordement

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2537196B3 (fr) 1982-12-07 1985-12-06 Desjoyaux Catherine Profile prefabrique pour la refection de piscines
ATA175292A (de) * 1992-09-02 1997-07-15 Ast Zeller Gmbh Beckenauskleidung, insbesondere schwimmbeckenauskleidung
DE19630841A1 (de) 1996-07-31 1998-02-05 Maylaender Karl Heinz Fertigteil für den Aufbau einer Überlaufrinne eines Schwimmbeckens
DE29802829U1 (de) 1998-02-19 1998-04-02 Lörcher, Thomas, 74388 Talheim Überlaufrinne für Schwimmbecken
DE19913597C2 (de) 1999-03-25 2002-10-24 Kreisig Dieter Verfahren zur Herstellung einer Schwimmbeckenüberlaufrinne und Bauelement für den Aufbau einer Schwimmbeckenüberlaufrinne
DE29909486U1 (de) * 1999-05-31 1999-08-12 Hirsch Porozell Gmbh, Glanegg Mauer- und Schalungselement zum Errichten von Wänden, insbesondere für Schwimmbeckenummauerungen

Also Published As

Publication number Publication date
ATE356264T1 (de) 2007-03-15
DE502004003118D1 (de) 2007-04-19
AT7417U1 (de) 2005-03-25
EP1538281A1 (fr) 2005-06-08

Similar Documents

Publication Publication Date Title
DE19501384C2 (de) Dichtungsvorrichtung zum Abdichten von Betonierfugen
DE19501384C9 (de) Dichtungsvorrichtung zum Abdichten von Betonierfugen
DE4110176C2 (de) Verfahren zum Herstellen von Bauplattenelementen und Vorrichtung zum Durchführen des Verfahrens
DE68917560T2 (de) Verfahren zum Verbinden eines Matrixmaterials mit einem Funktionsträger und mit diesem Verfahren hergestellte Vorrichtungen.
EP0378725A1 (fr) Piste pour planche à roulettes fabriquée à partir d'éléments uniques
DE1123817B (de) Durch Ausformung von Vertiefungen versteifte Folie und deren Anwendung
EP1538281A1 (fr) Méthode et élément préfabriqué pour la fabrication d'une piscine avec goulotte de débordement
EP1918471B1 (fr) Bloc d'isolation pour interrompre des ponts thermiques dans la zone de transition entre un mur et une fondation
EP1980675B1 (fr) Dormant pour un balcon ou une terrasse et leur procédé de fabrication
EP0178382A2 (fr) Elément de drainage
EP1911882A2 (fr) Système de fabrication d'un revêtement pour un toit, un sol ou analogue, sur lequel on peut marcher ou rouler.
DE10055354B4 (de) Plattenelement
DE19913597C2 (de) Verfahren zur Herstellung einer Schwimmbeckenüberlaufrinne und Bauelement für den Aufbau einer Schwimmbeckenüberlaufrinne
DE2934074C2 (de) Schwimmbecken
DE19842742B4 (de) Industriell vorfertigbare, modulare Bodenplatte für Gebäude, insbesondere Wohngebäude
DE20317247U1 (de) Mehrschichtiges Entkopplungs-, Abdichtungs- und Drainagesystem
DE102004003366B4 (de) Verfahren zum Herstellen eines Einfamilien-oder Mehrfamilienhauses, Betonfertigteil-Trogplatte für eine Gebäudedecke sowie Fertighaus
DE29702623U1 (de) Putzunterlage
DE29910010U1 (de) Gründungsbodenelement
DE202007012811U1 (de) Dämmblockelement zur Unterbrechung von Wärmebrücken im Fußbereich des Mauerwerks
EP1312728A2 (fr) Dalle de revêtement de sol
DE19535460C2 (de) Schalsteindecke
EP3176330B1 (fr) Couverture d'un support
DE102005032566A1 (de) Verfahren zur Herstellung einer Fuge in Betonbelägen und Belag für begeh- und/oder befahrbare Dachflächen, insbesondere Parkdächer
DE102005030089A1 (de) Verlorene Schalung sowie Gebäudewand hergestellt unter Verwendung dieser Schalung

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 HU IE IS IT LI LU MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL HR LT LV MK YU

17P Request for examination filed

Effective date: 20050806

AKX Designation fees paid

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

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 HU IE IS IT LI LU MC NL PL PT RO SE SI SK TR

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: 20070307

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: 20070307

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: 20070307

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: 20070307

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: 20070307

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

REF Corresponds to:

Ref document number: 502004003118

Country of ref document: DE

Date of ref document: 20070419

Kind code of ref document: P

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: A. BRAUN, BRAUN, HERITIER, ESCHMANN AG PATENTANWAE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

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: 20070607

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: 20070618

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: 20070707

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

Effective date: 20070807

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 20070307

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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

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: 20070307

Ref country code: GB

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: 20070307

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

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: 20070307

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: 20070307

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: 20070307

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

Ref country code: DE

Payment date: 20070913

Year of fee payment: 4

26N No opposition filed

Effective date: 20071210

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

Ref country code: AT

Payment date: 20070913

Year of fee payment: 4

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: 20070608

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: 20070307

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

Ref country code: FR

Payment date: 20071122

Year of fee payment: 4

BERE Be: lapsed

Owner name: SCHOFER, GERALD

Effective date: 20071130

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: SCHOEFER, GERALD

Free format text: SCHOEFER, GERALD#LINA 30#4311 SCHWERTBERG (AT) -TRANSFER TO- SCHOEFER, GERALD#LINA 30#4311 SCHWERTBERG (AT)

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: 20071130

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: 20071130

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

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: 20070307

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: 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: 20070307

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: 20071125

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: 20070607

Ref country code: AT

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

Effective date: 20081125

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20090731

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: 20070307

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: 20070908

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: 20081130

Ref country code: CH

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

Effective date: 20081130

Ref country code: DE

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

Effective date: 20090603

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: 20081130