EP0154157A2 - Profilé d'ancrage - Google Patents

Profilé d'ancrage Download PDF

Info

Publication number
EP0154157A2
EP0154157A2 EP85100888A EP85100888A EP0154157A2 EP 0154157 A2 EP0154157 A2 EP 0154157A2 EP 85100888 A EP85100888 A EP 85100888A EP 85100888 A EP85100888 A EP 85100888A EP 0154157 A2 EP0154157 A2 EP 0154157A2
Authority
EP
European Patent Office
Prior art keywords
anchor rail
rail according
anchoring
shaft
anchor
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
EP85100888A
Other languages
German (de)
English (en)
Other versions
EP0154157B1 (fr
EP0154157A3 (en
Inventor
Siegfried Fricker
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.)
Leviat GmbH
Unistrut Europe PLC
Original Assignee
Unistrut Europe PLC
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 Unistrut Europe PLC filed Critical Unistrut Europe PLC
Priority to AT85100888T priority Critical patent/ATE59870T1/de
Publication of EP0154157A2 publication Critical patent/EP0154157A2/fr
Publication of EP0154157A3 publication Critical patent/EP0154157A3/de
Application granted granted Critical
Publication of EP0154157B1 publication Critical patent/EP0154157B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/388—Separate connecting elements
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails

Definitions

  • the invention relates to an anchor rail for construction engineering, with formations arranged on the rail web, in which openings are provided which are engaged by an anchoring part.
  • Such an anchor rail is known from DE-PS 26 31 396. There serve as anchoring parts pieces of T-profiles, which are rigidly connected with ribs on the formations and their end projecting into the interior of the anchor rail by compression with the back of the anchor rail.
  • the T-profiles used with the molded support ribs must be manufactured separately and cut to a suitable length so that they fit into the openings on the back of the rail.
  • connection of these anchoring elements with additional components is only possible by welding these components.
  • the one-piece design of the anchoring element and the constraint on the limited storage of only a few such profile pieces allows only by choosing one of the available profile pieces.
  • a rough adaptation to the geometrical and static conditions that are present in the individual case, which are reflected in the binding depth of the anchoring element on the one hand and the effective wing of the anchoring element on the other hand, the latter being essentially given by the upper, final bridge of the T-profile in the known anchor rail is.
  • the object of the invention is therefore to make such an anchor rail with anchoring elements more economical to manufacture, in particular without welding work, and to get by with a few simple components which ensure precise adaptation to all practically occurring static and geometric requirements for the respective building object.
  • the formations are conical and run into a neck, the axis of symmetry of which is perpendicular to the longitudinal axis of the anchor rail, and which is designed for the positive reception of part of the shaft of a screw serving as an anchoring part, the head of which Forming engages behind, and at least one additional element for anchoring and / or positioning the anchor rail can be screwed onto the shaft.
  • the shape required for this can be produced in the cold-pressing process without difficulty
  • the shape of this shape and the diameter of the neck can be designed so that, for example, a conventional countersunk screw fits securely with its head, the free end of which points away from the anchor rail, and which is flush with the inner surface of the rail web.
  • the shaped neck acts on the one hand as a guide element for the screw and on the other hand it provides additional stabilization of the rail web.
  • the embedment depth and load-bearing surface can be selected independently of one another in the solution according to the invention, since the length of the screw used can be predetermined and, on the other hand, the distance of the additional anchoring element, preferred in individual cases, from the rail web.
  • the solution according to the invention thus represents an essential step in the direction of standardization in the sense that special components can be dispensed with and instead use is made of parts that are already taken into account in the storage.
  • the anchor rail 10 has conical or crater-shaped formations 11 at regular intervals, which point away from the rail web.
  • the formation 11 ends in its upper part in a neck 11a which is essentially cylindrical in shape.
  • the inner lateral surface of their formation 11 is shaped so that it provides a secure fit for the head 22 of a countersunk screw 21 which is screwed into an internal thread of the neck 11a.
  • the tensile forces or bearing loads that occur are transmitted over a large area through the conical side surfaces of the screw head 22 to the inner lateral surfaces of the formation 11, and evenly on all sides, so that notch stresses are avoided. that can arise with square opening cross-sections.
  • Circular arc-shaped beads or ribs 12, 13 are formed on both sides of the formation 11 in the longitudinal direction of the anchor rail 10 and are arranged on a common circle with the center of the formation 11 as the center. These beads are used for Bracing of the rail web in the force introduction areas of the formation 11 into the anchor rail and general stiffening.
  • a nut 23 is screwed onto the free end of the shaft 21 pointing away from the rail jerk as an additional anchoring element, the lower ring surface of which forms the saddle surface in the concrete.
  • any anchoring element can be used instead of the nut 23, provided that it has a suitable internal thread or only a sufficient bore so that it can be fixed between two nuts.
  • FIGS 3 and 4 each show an example of the choice of special anchoring elements.
  • a spacer sleeve 24 is screwed onto the free end of the screw shaft 21 as a positioning element, the base 24a of which is fixed on the formwork board 30 with a nail.
  • a nut 23 in turn serves as an anchoring element.
  • the anchor rail can be positioned in a simple manner at a predeterminable height H, which corresponds to the desired concrete thickness. The concrete can then be removed cleanly via the leg surfaces 10a, 10b facing each other.
  • FIG. 4 in a modification of FIGS. 2 and 3, an embodiment is shown in which, instead of a long screw 21 with nut 23 as an anchoring element (shown in dashed lines), a shortened screw 21 'with a screwed-on tension distribution plate 23' is used. This is particularly important if only a small concrete thickness is available.
  • the two alternatively usable components 21, 23 and 21 ', 23' are dimensioned such that they result in the same tensile load values, which is indicated in a common breakout cone K, in other words, a lower binding depth of the anchoring element can be achieved by a compensate for the corresponding increase in the saddle area of the anchoring element, and vice versa.
  • the illustrated exemplary embodiments also show that the combination, for example, of a spacer sleeve and a tension distribution plate on the same screw is possible, the number of combinations is hardly a limit, so the free end of the screw shaft 21 offers a variety of options for the non-positive fastening of additional anchoring elements that can be matched to the respective purpose and location of the anchor channel.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Moving Of Heads (AREA)
  • Soil Working Implements (AREA)
  • Magnetic Heads (AREA)
  • Valve Device For Special Equipments (AREA)
  • Surgical Instruments (AREA)
  • Medicines That Contain Protein Lipid Enzymes And Other Medicines (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Vehicle Body Suspensions (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
EP85100888A 1984-03-02 1985-01-29 Profilé d'ancrage Expired - Lifetime EP0154157B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT85100888T ATE59870T1 (de) 1984-03-02 1985-01-29 Ankerschiene.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3407801A DE3407801C1 (de) 1984-03-02 1984-03-02 Ankerschiene
DE3407801 1984-03-02

Publications (3)

Publication Number Publication Date
EP0154157A2 true EP0154157A2 (fr) 1985-09-11
EP0154157A3 EP0154157A3 (en) 1988-03-23
EP0154157B1 EP0154157B1 (fr) 1991-01-09

Family

ID=6229468

Family Applications (1)

Application Number Title Priority Date Filing Date
EP85100888A Expired - Lifetime EP0154157B1 (fr) 1984-03-02 1985-01-29 Profilé d'ancrage

Country Status (9)

Country Link
US (1) US4571912A (fr)
EP (1) EP0154157B1 (fr)
JP (1) JPH063052B2 (fr)
KR (1) KR930011534B1 (fr)
AT (1) ATE59870T1 (fr)
AU (1) AU577834B2 (fr)
CA (1) CA1235587A (fr)
DE (2) DE3407801C1 (fr)
ES (1) ES296251Y (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0619402A3 (fr) * 1993-04-08 1995-03-29 Halfen Gmbh & Co Kg Ancre pour rail d'ancrage dans la technique du bâtiment.
EP1067248A2 (fr) 1999-07-08 2001-01-10 Sergio Zambelli Dispositif d'ancrage pour éléments de construction en béton ou similaire avec élément facile d'emploi pour ancrer à l'élément
US20230052828A1 (en) * 2020-01-22 2023-02-16 Fischerwerke Gmbh & Co. Kg Anchor channel and method for producing an anchor channel

Families Citing this family (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3531998A1 (de) * 1985-09-07 1987-03-19 Halfeneisen Gmbh & Co Kg In beton oder dergleichen einbettbare ankerschiene
DE3546107A1 (de) * 1985-12-24 1987-06-25 Halfeneisen Gmbh & Co Kg Ankerschiene fuer bautechnik
JPS63155572A (ja) * 1986-12-12 1988-06-28 アンプ　インコ−ポレ−テツド シ−ルドコネクタ
US5039006A (en) * 1989-08-16 1991-08-13 Habegger Millard A Home heating system draft controller
DE4228463C2 (de) * 1992-08-27 2001-07-26 Halfen Gmbh & Co Kg Verfahren zur Herstellung einer Ankerschiene für die Bautechnik und Vorrichtung zur Durchführung des Verfahrens
DE4326322C2 (de) * 1993-08-05 2003-01-09 Halfen Gmbh & Co Kg Ankerschiene für die Bautechnik
US5743062A (en) * 1994-02-15 1998-04-28 Halfen Gmbh & Co. Kommanditgesellschaft Anchoring device for housing/building construction
DE29903167U1 (de) * 1999-02-16 1999-05-27 Deutsche Kahneisen Gesellschaft mbH, 12057 Berlin Ankerschiene mit schieneninnenseitig einsehbarer Kennzeichnung
US6820390B2 (en) * 2001-02-06 2004-11-23 Todd M. Schulze Weldment plate spacer support
US20060185282A1 (en) * 2001-02-06 2006-08-24 Schulze Todd M Weldment plate stud extender support
US20060123726A1 (en) * 2004-12-10 2006-06-15 Michael Azarin Channel anchor
CN1869355A (zh) * 2005-05-23 2006-11-29 亚洲研制有限公司 混凝土用热轧钢制预埋连接件
KR100668112B1 (ko) * 2005-08-05 2007-01-11 알루텍 (주) 콘크리트 구조물에 매입되는 조립형 채널
CN101387130A (zh) * 2007-09-11 2009-03-18 游柏森 建筑工业用槽件锚固装置
KR100978410B1 (ko) * 2007-10-29 2010-08-26 현대엔지니어링 주식회사 2차부재 고정용 매입기구
US8220845B2 (en) * 2008-03-14 2012-07-17 Mallory Curtis G Exhaust manifold clamp apparatus
USD651324S1 (en) 2008-05-07 2011-12-27 Bai Sen You Channel
DE102008054799A1 (de) * 2008-12-17 2010-06-24 Hilti Aktiengesellschaft Ankerschiene
DE102008054807A1 (de) * 2008-12-17 2010-06-24 Hilti Aktiengesellschaft Ankerschiene
KR101302458B1 (ko) * 2012-10-11 2013-09-02 이재호 서브 앵커를 갖는 선시공 앵커 채널
CN104631627A (zh) * 2013-11-13 2015-05-20 山东天工岩土工程设备有限公司 一种新型带齿预埋槽道
EP3081708B1 (fr) * 2015-04-18 2020-09-02 HALFEN GmbH Rail d'ancrage dans le béton
ES2657318B1 (es) * 2016-09-02 2018-10-29 R.C.P. Industriales, S.L. Anclaje para paneles de cerramiento de estructuras arquitectónicas
CN106759937A (zh) * 2016-12-14 2017-05-31 刘志林 一种可替换调节的金属滑槽预埋件
US11680400B2 (en) 2018-05-18 2023-06-20 Cetres Holdings, Llc Concrete boss anchor
USD936470S1 (en) * 2019-05-29 2021-11-23 Gareth William Menzies as trustee for GM TRUST & SWM TRUST & RGM TRUST Fastener

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US992877A (en) * 1909-08-27 1911-05-23 Trussed Concrete Steel Co Shaft-hanger support.
FR467589A (fr) * 1913-01-24 1914-06-15 Bruno Bauer Mode de construction en béton armé
US1155243A (en) * 1914-07-02 1915-09-28 Anders Jordahl Means for suspending objects from reinforced concrete structures.
US2299158A (en) * 1941-02-18 1942-10-20 Richard W Luce Gang channel fastener
US3208409A (en) * 1964-05-25 1965-09-28 John Gale Company Desk device
US3391514A (en) * 1966-06-13 1968-07-09 Structural Fasteners Inc Structural fasteners
DE2534908A1 (de) * 1975-08-01 1977-02-03 Harald Papke Vorrichtung zur befestigung von lasten an stahlbetonbauwerken
DE2619182A1 (de) * 1976-04-30 1977-11-17 Modersohn Gmbh & Co Kg Wilh Ankerschiene, anschweissplatte o.dgl. mit einem anschweisstueck
DE2631396C2 (de) * 1976-07-13 1978-02-16 Beine, Karlheinz, Dipl.-Ing, 4030 Ratingen In ein Bauteil einbettbare Ankerschiene mit Verankerungselementen
US4396326A (en) * 1980-10-30 1983-08-02 Ford Motor Company Self sealing J nut
US4534145A (en) * 1983-07-25 1985-08-13 The Firestone Tire & Rubber Company Attachment device for securing flexible sheets

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0619402A3 (fr) * 1993-04-08 1995-03-29 Halfen Gmbh & Co Kg Ancre pour rail d'ancrage dans la technique du bâtiment.
EP1067248A2 (fr) 1999-07-08 2001-01-10 Sergio Zambelli Dispositif d'ancrage pour éléments de construction en béton ou similaire avec élément facile d'emploi pour ancrer à l'élément
US20230052828A1 (en) * 2020-01-22 2023-02-16 Fischerwerke Gmbh & Co. Kg Anchor channel and method for producing an anchor channel

Also Published As

Publication number Publication date
AU577834B2 (en) 1988-10-06
EP0154157B1 (fr) 1991-01-09
ES296251Y (es) 1988-03-16
JPS60226928A (ja) 1985-11-12
ES296251U (es) 1987-08-16
US4571912A (en) 1986-02-25
CA1235587A (fr) 1988-04-26
ATE59870T1 (de) 1991-01-15
KR850006723A (ko) 1985-10-16
DE3581219D1 (de) 1991-02-14
KR930011534B1 (ko) 1993-12-10
DE3407801C1 (de) 1985-06-20
EP0154157A3 (en) 1988-03-23
AU3946485A (en) 1985-09-05
JPH063052B2 (ja) 1994-01-12

Similar Documents

Publication Publication Date Title
EP0154157B1 (fr) Profilé d'ancrage
DE1955955C3 (fr)
EP0292742A1 (fr) Vis d'écartement
EP2993279B1 (fr) Construction dotée d'un élément de renfort en béton très résistant destiné à augmenter la résistance au perçage de l'estampage
EP0328484A1 (fr) Manchon de glissement pour la prise d'un boulon de force transversal
DE2812502C2 (fr)
DE4429813C2 (de) Nivellierschuh
EP3047159B1 (fr) Raccord de profilés et assemblage de profilés
DD211607A5 (de) Selbstschneidender gewindeeinsatz
DE69524377T2 (de) Verbindungs- oder Verankerungsvorrichtung von Bewehrungsstäben hoher Haftung im Stahlbeton und Verfahren zu ihrer Realisierung
DD232813A5 (de) Befestigungsplatte oder dergleichen fuer moebelbeschlagteile
DE69006308T2 (de) Stütz- und Verankerungsvorrichtung für vorgefertigte, insbesondere aus Beton oder ähnlichem hergestellte Gebäudeteile.
EP1247922B1 (fr) Support de sol avec une plaque de tête pour supporter une structure de faux plancher surélevé et structure de faux plancher surélevé
DE29618158U1 (de) Abstandhalter
EP0158944A2 (fr) Ancre de transport pour élinguer des éléments préfabriqués en béton armé à des engins de levage
DE3842229A1 (de) Justierbares kopfplatten - zwischenbauteil
WO1997001008A1 (fr) Dispositif permettant de fixer des armatures
EP0493681B1 (fr) Dispositif pour l'ancrage de panneaux à un support
EP0167106A2 (fr) Cheville creuse pour la construction des voies ferrées
DE3918044A1 (de) Ankerschiene fuer die bautechnik
EP0686736B1 (fr) Procédé et dispositif pour le fixage des soutiens aux faces latérales des plaques en béton ou disques en béton
EP3348742A1 (fr) Dispositif destiné à supporter une plaque de façade sur une structure portante
EP0502266A1 (fr) Système d'échaufaudage
EP3375947B1 (fr) Élément d'assemblage par vissage oblique de deux pièces
DE8536514U1 (de) Ankerschiene für Bautechnik

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

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

17P Request for examination filed

Effective date: 19880910

17Q First examination report despatched

Effective date: 19891124

DIN1 Information on inventor provided before grant (deleted)
RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: UNISTRUT EUROPE PLC

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 FR GB IT LI LU NL SE

REF Corresponds to:

Ref document number: 59870

Country of ref document: AT

Date of ref document: 19910115

Kind code of ref document: T

REF Corresponds to:

Ref document number: 3581219

Country of ref document: DE

Date of ref document: 19910214

ET Fr: translation filed
GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)
ITF It: translation for a ep patent 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
EPTA Lu: last paid annual fee
EAL Se: european patent in force in sweden

Ref document number: 85100888.8

NLS Nl: assignments of ep-patents

Owner name: HALFEN GMBH & CO. KOMMANDITGESELLSCHAFT

NLT1 Nl: modifications of names registered in virtue of documents presented to the patent office pursuant to art. 16 a, paragraph 1

Owner name: UNISTRUT EUROPE LIMITED

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: UNISTRUT EUROPE LIMITED TRANSFER- HALFEN GMBH & CO

Ref country code: CH

Ref legal event code: PFA

Free format text: UNISTRUT EUROPE PLC TRANSFER- UNISTRUT EUROPE LIMITED

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

Ref country code: FR

Ref legal event code: CJ

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

BECA Be: change of holder's address

Free format text: 960606 *HALFEN G.M.B.H. & CO. K.G.:HARFFSTRASSE 47-51, D-40591 DUESSELDORF

BECH Be: change of holder

Free format text: 960606 *HALFEN G.M.B.H. & CO. K.G.

REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

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

Ref country code: CH

Payment date: 20021218

Year of fee payment: 19

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

Ref country code: NL

Payment date: 20021227

Year of fee payment: 19

Ref country code: GB

Payment date: 20021227

Year of fee payment: 19

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

Ref country code: LU

Payment date: 20021230

Year of fee payment: 19

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

Ref country code: AT

Payment date: 20030102

Year of fee payment: 19

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

Ref country code: SE

Payment date: 20030109

Year of fee payment: 19

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

Ref country code: FR

Payment date: 20030110

Year of fee payment: 19

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

Ref country code: BE

Payment date: 20030122

Year of fee payment: 19

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

Ref country code: DE

Payment date: 20030124

Year of fee payment: 19

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: 20040129

Ref country code: GB

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

Effective date: 20040129

Ref country code: AT

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

Effective date: 20040129

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: 20040130

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: 20040131

Ref country code: CH

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

Effective date: 20040131

Ref country code: BE

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

Effective date: 20040131

BERE Be: lapsed

Owner name: *HALFEN G.M.B.H. & CO. K.G.

Effective date: 20040131

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: 20040801

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: 20040803

EUG Se: european patent has lapsed
GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20040129

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: FR

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

Effective date: 20040930

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

Effective date: 20040801

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST