EP0601396A2 - Lé de drainage enroulable - Google Patents

Lé de drainage enroulable Download PDF

Info

Publication number
EP0601396A2
EP0601396A2 EP93118954A EP93118954A EP0601396A2 EP 0601396 A2 EP0601396 A2 EP 0601396A2 EP 93118954 A EP93118954 A EP 93118954A EP 93118954 A EP93118954 A EP 93118954A EP 0601396 A2 EP0601396 A2 EP 0601396A2
Authority
EP
European Patent Office
Prior art keywords
drainage
foam plastic
plastic strips
strips
cover sheet
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
EP93118954A
Other languages
German (de)
English (en)
Other versions
EP0601396A3 (fr
EP0601396B1 (fr
Inventor
Walter Gutjahr, Jr.
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 EP0601396A2 publication Critical patent/EP0601396A2/fr
Publication of EP0601396A3 publication Critical patent/EP0601396A3/fr
Application granted granted Critical
Publication of EP0601396B1 publication Critical patent/EP0601396B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/0404Drainage on the roof surface
    • E04D13/0477Underroof drainage layers
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D11/00Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/18Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/18Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/182Underlayers coated with adhesive or mortar to receive the flooring
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/18Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/185Underlayers in the form of studded or ribbed plates
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2203/00Specially structured or shaped covering, lining or flooring elements not otherwise provided for
    • E04F2203/08Specially structured or shaped covering, lining or flooring elements not otherwise provided for with a plurality of grooves or slits in the back side, to increase the flexibility or bendability of the elements

Definitions

  • the invention relates to a roll-up drainage sheet for the production of capillary-breaking drain layers for the drainage of coverings laid on them, consisting of a roll-up water-permeable cover sheet, on which strips of foamed plastic material are attached, perpendicular to the longitudinal direction of the sheet, at a parallel distance and thus in the space forming transverse drainage channels.
  • a roll-up drainage sheet for the production of capillary-breaking drain layers for the drainage of coverings laid on them, consisting of a roll-up water-permeable cover sheet, on which strips of foamed plastic material are attached, perpendicular to the longitudinal direction of the sheet, at a parallel distance and thus in the space forming transverse drainage channels.
  • Such roll-up drainage sheets have been developed by the applicant (EP-0 178 382 A1), in which drainage channels run transversely through the spaces between the strips or lamellae made of rigid foam plastic and fastened transversely to the longitudinal direction of the sheet on the underside of the cover sheet and are formed by a multiplicity of drainage channels running in the longitudinal direction of the web from the flat sides opposite the covering web, ie the flat sides to be placed on the substrate, into the strips, which extend only over part of the height of the foam plastic strips.
  • roller conveyor drainage Such - due to the possibility of storing and transporting them in a rolled-up state to save space and transporting them and simply unrolling them from the roll onto the subsurface, also known as "roller conveyor drainage” - drainage elements are used under screeds, mortar layers, loosely laid slab coverings outdoors and under green roofs ,
  • the channel system formed by the longitudinal and transverse drainage channels serves both the removal of penetrated surface water and the ventilation and thus drying of the superimposed structure to be drained.
  • the well-known drainage membrane has proven itself for those applications in which the loads occurring are kept within a certain range. Due to the requirement of a perfect water drainage, which can of course only be done in the areas of the cover sheet that are not covered with the foam plastic strips running across the width of the cover sheet, the strips must be arranged at a distance on the underside of the cover sheet, which is about is equal to the width of the stripes. Since the channel-forming recesses are additionally cut into the underside of the foam plastic strips for effective drainage, the contact area of the foam plastic strips on the subsurface, ie the surface that loads the seal, is reduced to approximately 40 to 42% of the total area to be drained.
  • the transferring load is accordingly concentrated and increased in the area of the contact patch.
  • an average covering weight of 140 to 150 kg / m2 and an additional traffic load of approx. 150 to 250 kg / m2 to be taken into account the total load of approx. 300 to 400 kg / m2 is distributed over only 40 to 42% of the total area, which means a two-and-a-half-fold increase in the surface pressure on the seal, which in the current designs usually consists of bituminous materials.
  • the invention has for its object to provide a capillary-breaking roller drainage that is easy to process in a short amount of time, which has the largest possible drainable surface and at the same time has a very large contact surface, which is therefore also suitable for higher loads on the surface to be drained.
  • this object is achieved in that the foam plastic strips rest with the flat side on the cover sheet in which the drainage channels are open, and in that the cover sheet is glued to the foam plastic strips in the areas of the flat side lying between the drainage channels.
  • the cover sheet is expediently dimensioned somewhat wider than the length of the foam plastic strips, and the strips are glued to one end flush with the longitudinal side of the cover sheet, so that the cover sheet on the opposite long side in a strip-shaped area over the ends of the foam plastic there -Strip protrudes and can be overlapped in this area with the laterally connected drainage membrane.
  • the drainage channels formed by the recesses running transversely to the foam plastic strips expand in width from their closed bottom to the flat side open under the cover sheet, e.g. have a trapezoidal cross-section.
  • the cover sheet is expediently made of a nonwoven or lattice fabric material, and preferably a rotting-resistant material, although in certain applications it also decomposes over time Nonwovens, grid webs or fabrics can be used.
  • a rotting-resistant material although in certain applications it also decomposes over time
  • Nonwovens, grid webs or fabrics can be used.
  • a heat and / or soundproofing layer can additionally be applied, which additionally protects the seal against pressure-related impairments and the shear forces acting on the seal of the covering lying thereon, which changes with changing Can expand or contract temperatures, reduced.
  • At least one of the two foam plastic strips provided at the front or rear end of the cover sheet has on its free long side a lateral recess open to the long side and the flat side opposite the cover sheet, the right-angled to the flat sides of the foam plastic Strip depth measured is greater than the material thickness of the flat side facing away from the cover sheet and the bottom of the recesses forming the drainage channels.
  • these lateral recesses cut into the region of the recesses forming the longitudinal drainage channels and thus also form passage openings to a transverse drainage channel formed by the lateral recesses when laying successive drainage channels in such a way that the terminal foam plastic strips lie against one another.
  • the width of the lateral recess measured parallel to the long sides of the respective foam plastic strip is approximately equal to half the width of the space between the cross-drainage channels between two in the Drainage sheet is successive foam plastic strips.
  • the foam plastic strips can each be one-piece strips over their entire length, or they can be composed of at least two shorter strip sections which are aligned with one another at the abutting points and are bonded to the cover sheet.
  • the ratio of the width of the spaces between adjacent foam plastic strips forming the cross-drainage channels is expediently chosen in the range between two 2: 8 and 1: 9.
  • 1 and 2 show two different possibilities for the construction of outdoor floor constructions, for example balconies, terraces, parking decks and other areas to be drained, which using the drainage membrane 10 according to the invention described in more detail below in connection with FIGS. 3 to 6 break capillary be drained.
  • 1 illustrates the use of the drainage membrane 10 for the drainage of a covering of tiles 19 laid on a cement screed layer 18.
  • the cement screed 18 is applied directly to the drainage membrane 10, which in turn rests on a bituminous sealing membrane 21, which counteracts the foundation 22 Seals water.
  • the foundation 22 or a separate layer applied to it have a slight slope at the top in order to allow water that has passed through to the sealing membrane to flow away.
  • the application of the drainage membrane 10 illustrated in FIG. 2 differs from the previously described application in that the covering forming the walkable surface is formed by plates 20 which are loosely placed directly on the drainage membrane 10.
  • the drainage sheet 10 itself is formed by a cover sheet 13 made of a - preferably - rot-resistant, flexible and water-permeable material, for example a non-woven material made of plastic fibers, on the underside of which foam plastic strips 11 made of rigid foam, e.g. foamed polystyrene, glued in the transverse direction at a short distance.
  • the foam plastic strips 11 are provided on their flat side facing the cover sheet 13 with a plurality of recesses 12 running in the longitudinal direction of the cover sheet, which pass through the entire width of the strips 11 and in this way form longitudinal drainage channels.
  • the drainage sheet 10 according to the invention can be produced in very long rollable sheets. Areas up to 50 m2 or more can be laid out very efficiently on a single roll on large parking decks, green underground parking decks or on green roofs in the shortest possible time.
  • the foam plastic strips 11 provided at the front and rear ends can have, in the manner shown in FIG. 4, lateral recesses 16 on their free long sides, which are open at the bottom and towards the long side. Adjoining strips 11 of the ends of successive drainage sheets 10 form 16 transverse drainage channels in the area of the lateral recesses, into which the water flowing in via the recesses 12 forming the longitudinal drainage channels can be discharged laterally.
  • a heat and / or sound-insulating layer 17, which is only indicated in FIG. 3, can optionally also be laminated on, which is also formed, for example, by a foam plastic, which, however, is softer than the rigid foam material of the strips 11 may be.
  • Coverings laid on the drainage membrane are drained in a capillary-breaking manner, so that e.g. frost damage and efflorescence can be excluded with certainty in the case of covering structures made of tiles with cement screed.
  • the water-permeable surface of the cover sheet between the recesses in the flat side of the foam plastic strips 11 facing the cover sheet becomes particularly large, namely in practice by 20 to 30% larger than in previously known products, and thus ensures optimal water drainage from covering layers laid over it.
  • the contact area of the drainage membrane according to the invention is so large that there is only a minimal and therefore negligible increase in pressure on the underlying seal compared to fully lying (not drained coverings).
  • the risk of the seal being pressed in under load is therefore also on heavily loaded surfaces, e.g. Parking decks, no longer available.
  • the water-permeable cover layer with filter effect prevents both the contamination of the drainage cavities and the seal.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Building Environments (AREA)
  • Floor Finish (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)
EP93118954A 1992-12-08 1993-11-25 Lé de drainage enroulable Expired - Lifetime EP0601396B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4241229 1992-12-08
DE4241229A DE4241229A1 (de) 1992-12-08 1992-12-08 Kapillarbrechende Rollenbahndrainage

Publications (3)

Publication Number Publication Date
EP0601396A2 true EP0601396A2 (fr) 1994-06-15
EP0601396A3 EP0601396A3 (fr) 1995-06-07
EP0601396B1 EP0601396B1 (fr) 1999-01-27

Family

ID=6474645

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93118954A Expired - Lifetime EP0601396B1 (fr) 1992-12-08 1993-11-25 Lé de drainage enroulable

Country Status (3)

Country Link
EP (1) EP0601396B1 (fr)
AT (1) ATE176292T1 (fr)
DE (2) DE4241229A1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0893243A2 (fr) * 1997-07-23 1999-01-27 FRÄNKISCHE ROHRWERKE, GEBR. KIRCHNER GmbH & Co. Structure laminée enroulable pour unité de transport ou d'emballage et son procédé de fabrication
WO2006084637A1 (fr) * 2005-02-08 2006-08-17 Walter Gutjahr Element de voie de drainage ou de dallage pour la pose sur couche mince de dalles pour l'assechement ou la ventilation
KR100703169B1 (ko) 2004-08-26 2007-04-05 여환동 건축물의 단열, 방수구조 및 공법
US20120076979A1 (en) * 2010-09-23 2012-03-29 3R-Foam, Inc. Roll-form shock and drainage pad for outdoor field installations
CN104975685A (zh) * 2015-06-29 2015-10-14 广西青龙化学建材有限公司 可上人屋面保温隔热排水板、排水系统及其施工方法
WO2019191839A1 (fr) * 2018-04-04 2019-10-10 Jasinski Chris Systèmes et procédés de constructions à plancher carrelé

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3310013A1 (de) * 1983-03-19 1984-09-27 Drefahl, Jens, Ing.(grad.), 6458 Rodenbach Aus filter-, draen- und waermedaemmschicht bestehender verbundaufbau
DE8604889U1 (de) * 1986-02-22 1986-05-28 Heinz Essmann GmbH, 4902 Bad Salzuflen Wärmedämmbahn
DD248840A1 (de) * 1986-05-07 1987-08-19 Bauakademie Ddr Warmdach
DE8810712U1 (de) * 1988-08-24 1988-12-15 Mang, Josef, 8941 Holzgünz Fußbodenelement
EP0178382B1 (fr) * 1984-10-16 1990-12-12 Gutjahr, Walter Elément de drainage
DE4003875A1 (de) * 1990-02-09 1991-08-14 Walter Gutjahr Drain-daemm- und dichtplatten
DE4004901A1 (de) * 1990-02-16 1991-08-22 Walter Gutjahr Kunststoffprofil-drainagebahn
DE9216686U1 (de) * 1992-12-08 1993-03-25 Gutjahr, Walter, 6101 Bickenbach Kapillarbrechende Rollenbahndrainage

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3310013A1 (de) * 1983-03-19 1984-09-27 Drefahl, Jens, Ing.(grad.), 6458 Rodenbach Aus filter-, draen- und waermedaemmschicht bestehender verbundaufbau
EP0178382B1 (fr) * 1984-10-16 1990-12-12 Gutjahr, Walter Elément de drainage
DE8604889U1 (de) * 1986-02-22 1986-05-28 Heinz Essmann GmbH, 4902 Bad Salzuflen Wärmedämmbahn
DD248840A1 (de) * 1986-05-07 1987-08-19 Bauakademie Ddr Warmdach
DE8810712U1 (de) * 1988-08-24 1988-12-15 Mang, Josef, 8941 Holzgünz Fußbodenelement
DE4003875A1 (de) * 1990-02-09 1991-08-14 Walter Gutjahr Drain-daemm- und dichtplatten
DE4004901A1 (de) * 1990-02-16 1991-08-22 Walter Gutjahr Kunststoffprofil-drainagebahn
DE9216686U1 (de) * 1992-12-08 1993-03-25 Gutjahr, Walter, 6101 Bickenbach Kapillarbrechende Rollenbahndrainage

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0893243A2 (fr) * 1997-07-23 1999-01-27 FRÄNKISCHE ROHRWERKE, GEBR. KIRCHNER GmbH & Co. Structure laminée enroulable pour unité de transport ou d'emballage et son procédé de fabrication
EP0893243A3 (fr) * 1997-07-23 2000-05-10 FRÄNKISCHE ROHRWERKE, GEBR. KIRCHNER GmbH & Co. Structure laminée enroulable pour unité de transport ou d'emballage et son procédé de fabrication
KR100703169B1 (ko) 2004-08-26 2007-04-05 여환동 건축물의 단열, 방수구조 및 공법
WO2006084637A1 (fr) * 2005-02-08 2006-08-17 Walter Gutjahr Element de voie de drainage ou de dallage pour la pose sur couche mince de dalles pour l'assechement ou la ventilation
US20120076979A1 (en) * 2010-09-23 2012-03-29 3R-Foam, Inc. Roll-form shock and drainage pad for outdoor field installations
US8545964B2 (en) * 2010-09-23 2013-10-01 Fred Svirklys Roll-form shock and drainage pad for outdoor field installations
CN104975685A (zh) * 2015-06-29 2015-10-14 广西青龙化学建材有限公司 可上人屋面保温隔热排水板、排水系统及其施工方法
WO2019191839A1 (fr) * 2018-04-04 2019-10-10 Jasinski Chris Systèmes et procédés de constructions à plancher carrelé

Also Published As

Publication number Publication date
DE59309344D1 (de) 1999-03-11
DE4241229A1 (de) 1994-06-09
EP0601396A3 (fr) 1995-06-07
EP0601396B1 (fr) 1999-01-27
ATE176292T1 (de) 1999-02-15

Similar Documents

Publication Publication Date Title
CH684544A5 (de) Platte für Beläge, insbesondere für hochbeanspruchbare Bodenbeläge, und mit dieser Platte hergestellter Plattenbelag.
DE3427548A1 (de) Ballaststein fuer daecher
DE4415181A1 (de) Unterdach für mit Dacheindeckungsplatten eingedeckte Dächer, sowie Verfahren zu seinem Errichten
EP0601396B1 (fr) Lé de drainage enroulable
DE20209869U1 (de) Bahn- oder Plattenmaterial aus Kunststoff als Träger für Platten- oder Fliesenbeläge
DE19801123A1 (de) Fundamentaufbau sowie Sockelelement für die Verwendung darin
EP1141491B1 (fr) Feuille de drainage
EP1083269B1 (fr) Aides pour la pose de revêtements en plaques en position surélevée ou ventilée
EP0178382B1 (fr) Elément de drainage
DE3513611A1 (de) Draenageplatten
DE4006772C2 (de) Dacheindeckung aus mit ihren Längs- und Querrändern einander überlappenden Dacheindeckungsplatten
DE19532405C1 (de) Wasserdampfabführende Dachunterspannbahn
DE9216686U1 (de) Kapillarbrechende Rollenbahndrainage
DE3822066A1 (de) Dach fuer ein gebaeude
DE2239556C3 (de) Randeinfassung für Flachdächer o.dgl.
EP2113617B1 (fr) Bande de support destinée à la fabrication de la sécurité contre la pluie d'une construction de sous-toiture
DE69001210T2 (de) Umgekehrte dachbauweise.
WO2003038204A1 (fr) Etanchement de batiments
DE1919967A1 (de) Isolierbauplatte und Verfahren zu deren Herstellung und Verlegung
DE20009594U1 (de) Flächiges, feuchtigkeitsdichtes Belagmaterial
CH644921A5 (en) Panel for an insulating roof substructure
DE7216448U (de) Beschichtete Dammplatte
DE19518602A1 (de) Abdichtungsfolie mit Drainagewirkung
DE8536430U1 (de) Profilierte Isolierplatte mit Tragfolie für Welltafeln
AT255469B (de) Abdichtungseinrichtung für Beläge aus Betonplatten

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE CH DE DK FR IT LI LU NL SE

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE CH DE DK FR IT LI LU NL SE

17P Request for examination filed

Effective date: 19950918

17Q First examination report despatched

Effective date: 19970311

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

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 FR IT LI LU NL SE

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

Ref country code: SE

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 19990127

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: 19990127

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: 19990127

Ref country code: FR

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: 19990127

REF Corresponds to:

Ref document number: 176292

Country of ref document: AT

Date of ref document: 19990215

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 59309344

Country of ref document: DE

Date of ref document: 19990311

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: 19990427

EN Fr: translation not filed
NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 19991112

Year of fee payment: 7

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: 19991125

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

Ref country code: CH

Payment date: 19991126

Year of fee payment: 7

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: 19991130

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: BOVARD AG PATENTANWAELTE

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
BERE Be: lapsed

Owner name: GUTJAHR WALTER

Effective date: 19991130

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: 20001125

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: 20001130

Ref country code: CH

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

Effective date: 20001130

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: DE

Payment date: 20051013

Year of fee payment: 13

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: 20070601