EP0325929A1 - Construction system with a cross-braced structure or frame - Google Patents

Construction system with a cross-braced structure or frame Download PDF

Info

Publication number
EP0325929A1
EP0325929A1 EP89100322A EP89100322A EP0325929A1 EP 0325929 A1 EP0325929 A1 EP 0325929A1 EP 89100322 A EP89100322 A EP 89100322A EP 89100322 A EP89100322 A EP 89100322A EP 0325929 A1 EP0325929 A1 EP 0325929A1
Authority
EP
European Patent Office
Prior art keywords
beams
construction system
assembly
frame
braced
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
EP89100322A
Other languages
German (de)
French (fr)
Other versions
EP0325929B1 (en
Inventor
Alain Marteau
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
Priority to AT89100322T priority Critical patent/ATE79145T1/en
Publication of EP0325929A1 publication Critical patent/EP0325929A1/en
Application granted granted Critical
Publication of EP0325929B1 publication Critical patent/EP0325929B1/en
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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood

Definitions

  • the present invention relates to a system for erecting "buildings” and “various works” with a braced "structure” or “frame” such as wooden frame buildings.
  • the system according to the invention makes it possible to produce braced structures of various shapes and dimensions, intended for constructions of all sizes, and this, in accordance with the regulatory requirements of construction.
  • the range of basic elements according to the invention consists mainly of grooved "assembly beams” and of reinforcement posts and beams also grooved.
  • the assembly beams have at their ends “cuts” which allow a precise “abutment” of the different elements; the shape of these cuts allows all possible assemblies.
  • the reinforcing posts and rails are positioned in the desired locations on the lower assembly rails; the grooves thus make it possible to position by interlocking if necessary, one or more “bracing elements” (plates in general) between the vertical elements.
  • the structure can thus be entirely “braced", which gives it increased resistance.
  • This interior bracing system if These are sheets, which allows, among other things, a strengthening of the thermal and sound insulation coefficient.
  • top chaining or "belt” is done with the same smooth assembly grooves, according to the same mounting principle, to receive the frame or serve as a floor at an additional habitable level, and so on.
  • Figure (13) shows an example of application of this preferred form of the invention, starting from a concrete plane of simple construction (bungalow for example) (figure 12).
  • the system according to the invention is particularly intended for the construction in general of all types of buildings with a braced structure or framework (such as the wooden framework) whatever their dimensions, their shapes, their destination, given that this structural system can receive all existing interior and exterior siding, depending on tastes, customs, local requirements and desired aesthetics.
  • a braced structure or framework such as the wooden framework

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)
  • Wind Motors (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Building Environments (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The system constructs buildings with wooden frames stiffened against wind pressure. The frame is formed by stakes (1-4) in standard dimensions and lengths and mitred at the ends. These have symmetrical lengthwise grooves so that they can be inverted. They form freestanding frames, braced on the inside and automatically squared by the insertion of panels previously cut out to standardised dimensions.

Description

La présente invention concerne un système d'édification de "bâtiments" et "ouvrages divers" à "structure" ou "ossature" contreventée telles que les bâtiments à ossature bois.The present invention relates to a system for erecting "buildings" and "various works" with a braced "structure" or "frame" such as wooden frame buildings.

La construction de tels ouvrages fait appel actuellement et en règle quasi générale, à des "structures" ou "ossatures" réalisées sous forme de panneaux préfabriqués ou sous forme d'éléments tridimensionnels juxtaposés.The construction of such structures currently calls for, and as a general rule, "structures" or "frameworks" produced in the form of prefabricated panels or in the form of juxtaposed three-dimensional elements.

Il sont le plus souvent réalisés à partir de pièces de faible section, assemblées, renforcées, et contreventées entre elles; les panneaux extérieurs et intérieurs de revêtement ou "habillage" assurent le contreventement de l'ensemble (appelés aussi "voiles travaillants") sachant qu'ils doivent répondre à des exigences imposées par les normes et DTU du C.S.T.B. (Centre Scientifique et Technique du Bâtiment).They are most often made from parts of small section, assembled, reinforced, and braced between them; the exterior and interior panels of covering or "covering" ensure the bracing of the assembly (also called "working sails") knowing that they must meet the requirements imposed by the standards and DTU of the C.S.T.B. (Scientific and Technical Center for Building).

Etudiés, fabriqués en atelier et montés sur place par une main-d'oeuvre qualifiée, ils nécessitent dans la plupart des cas des moyens de transport et de manutention importants. Cette méthode implique une étude particulière pour chaque réalisation différente, avec par conséquent une incidence budgétaire supplémentaire.Studied, manufactured in the workshop and assembled on site by qualified labor, they require in most cases important means of transport and handling. This method involves a special study for each different achievement, with therefore an additional budgetary impact.

Le système selon l'invention permet de réaliser des structures contreventées de formes et dimensions variées, destinées à des réalisations de toutes importances, et ce, conformément aux exigences réglementaires de la construction.The system according to the invention makes it possible to produce braced structures of various shapes and dimensions, intended for constructions of all sizes, and this, in accordance with the regulatory requirements of construction.

Les éléments standards employés (sauf dans des cas particuliers décidés par le prescripteur) s'assemblent mécaniquement (équerres par exemple) sur le chantier et ne nécessitent pas l'emploi de moyens de manutention et de transports importants. Leur assemblage ne nécessite pas l'emploi d'une main-d'oeuvre qualifiée et ce procédé peut permettre la réalisation personnelle du montage de l'ouvrage projeté (ou "Kit") en économisant ainsi la main-d'oeuvre.The standard elements used (except in special cases decided by the prescriber) are assembled mechanically (brackets for example) on the site and do not require the use of significant handling and transport means. Their assembly does not require the use of qualified manpower and this process can allow the personal realization of the assembly of the projected work (or "Kit") thus saving manpower.

L'éventail d'éléments de base selon l'invention est constitué principalement par les "lisses d'assemblage" rainurées et par des poteaux et lisses de renfort également rainurés.The range of basic elements according to the invention consists mainly of grooved "assembly beams" and of reinforcement posts and beams also grooved.

Les lisses d'assemblage possèdent à leurs extrémités des "coupes" qui permettent un "aboutage" précis des différents éléments; la forme de ces coupes autorise tous les assemblages possibles.The assembly beams have at their ends "cuts" which allow a precise "abutment" of the different elements; the shape of these cuts allows all possible assemblies.

Les poteaux et les lisses de renfort viennent se positionner aux endroits désirés sur les lisses d'assemblage inférieures; les rainures permettent ainsi de positionner par emboîtement si besoin est, un ou plusieurs "éléments de contreventement" (plaques en général) entre les éléments verticaux. L'ouvrage peut ainsi être "contreventé" intégralement, ce qui lui confère une résistance accrue.The reinforcing posts and rails are positioned in the desired locations on the lower assembly rails; the grooves thus make it possible to position by interlocking if necessary, one or more "bracing elements" (plates in general) between the vertical elements. The structure can thus be entirely "braced", which gives it increased resistance.

Ce système de contreventement intérieur, s'il s'agit de plaques, permet entre autre un renforcement du coëfficient d'isolation thermique et phonique.This interior bracing system, if These are sheets, which allows, among other things, a strengthening of the thermal and sound insulation coefficient.

Le chaînage haut ou "ceinture" se fait avec les mêmes lisses d'assemblage rainurées, selon le même principe de montage, afin de recevoir la charpente ou de servir de plancher à un niveau habitable supplémentaire, et ainsi de suite.The top chaining or "belt" is done with the same smooth assembly grooves, according to the same mounting principle, to receive the frame or serve as a floor at an additional habitable level, and so on.

Selon une forme de réalisation préférentielle de l'invention, illustrée par des dessins annexés, les éléments de base qui composent le système sont :

  • A) les lisses d'assemblage (figures 1,2,3,4) comportant des rainures symétriques sur les deux faces avec des coupes d'onglets à 45° par exemple; la forme des coupes permet ainsi toutes les possibilités d'assemblage (figure 5) avec ou sans retournement des lisses (figure 6).
According to a preferred embodiment of the invention, illustrated by appended drawings, the basic elements which make up the system are:
  • A) the assembly beams (Figures 1,2,3,4) comprising symmetrical grooves on the two faces with cuts of tabs at 45 ° for example; the shape of the sections thus allows all the possibilities of assembly (FIG. 5) with or without turning the healds (FIG. 6).

Leurs longueurs varient en fonction de modules déterminés, imposés dans la plupart des cas par les dimensions des plaques de revêtement normalisées (aggloméré, contre-plaqué, etc...).

  • B) les poteaux rainurés (figures 7,8,9,10) sur une ou plusieurs faces selon leur position et leur destination dans la construction.
  • C) les lisses de renfort (figure 11).
    - lisses de renfort vertical (a)
    - lisses d'assemblage libre (b) pour montage fenêtres, portes, porte-fenêtres, colombage, etc...).
    - renfort spécial de cloison (c) qui permet l'adaptation simultanée de plaques entières (d) et de morceaux de plaque (e).
Their lengths vary according to specific modules, imposed in most cases by the dimensions of the standard cladding panels (chipboard, plywood, etc.).
  • B) the grooved posts (Figures 7,8,9,10) on one or more faces according to their position and their destination in construction.
  • C) the reinforcement beams (figure 11).
    - vertical reinforcement rails (a)
    - free assembly beams (b) for mounting windows, doors, French windows, half-timbering, etc.).
    - special reinforcement of partition (c) which allows the simultaneous adaptation of whole plates (d) and pieces of plate (e).

La figure (13) représente un exemple d'application de cette forme préférentielle de l'invention, en partant d'un plan concret de construction simple (bungalow par exemple) (figure 12).Figure (13) shows an example of application of this preferred form of the invention, starting from a concrete plane of simple construction (bungalow for example) (figure 12).

Le système selon l'invention est particulièrement destiné à la construction en général de tous types de bâtiments à structure ou ossature contreventée (telle que l'ossature bois) quelque soit leurs dimensions, leurs formes, leur destination, étant donné que ce système de structure peut recevoir tous les parements intérieurs et extérieurs existants, en fonction des goûts, des coutumes, des exigences locales et de l'esthétique recherchée.The system according to the invention is particularly intended for the construction in general of all types of buildings with a braced structure or framework (such as the wooden framework) whatever their dimensions, their shapes, their destination, given that this structural system can receive all existing interior and exterior siding, depending on tastes, customs, local requirements and desired aesthetics.

Claims (5)

1. Système de construction de bâtiments et ouvrages divers à ossature bois contreventée, caractérisé en ce que l'ossature d'un ensemble, quelque soit ses formes et dimensions, est réalisée essentiellement à partir de lisses standards calibrées qui, grâce à la combinaison de leurs longueurs modulaires, à leurs coupes d'onglet d'extrémités et à un double rainurage symétrique longitudinal de leurs faces autorisant le retournement, forment des cadres autoporteurs, solidaires les uns des autres, contreventés intérieurement et équerrés automatiquement par l'emboîtage de plaques standards prédécoupées (figure 11).1. Construction system for buildings and various structures with a braced wooden frame, characterized in that the frame of an assembly, whatever its shapes and dimensions, is produced essentially from standard calibrated beams which, thanks to the combination of their modular lengths, their end miter cuts and a double symmetrical longitudinal grooving of their faces allowing the reversal, form self-supporting frames, integral with each other, internally braced and automatically squared by the fitting of standard plates pre-cut (Figure 11). 2. Système de construction selon la revendication 1, caractérisé en ce que les longueurs "modulaires" des lisses d'assemblage sont fonction des dimensions normalisées des plaques de "contreplaqué" ou de bois "agglomoré" courants (en règle générale 1,22 m x 2,50 m) de manière que ces plaques de parement, intérieures et extérieures, viennent se fixer directement sur les cadres formant l'ossature, sans découpes préalables.2. Construction system according to claim 1, characterized in that the "modular" lengths of the assembly beams are a function of the standard dimensions of the current "plywood" or "agglomerated" wood plates (generally 1.22 mx 2.50 m) so that these facing plates, interior and exterior, are fixed directly to the frames forming the framework, without prior cuts. 3. Système de construction suivant la revendication 1, caractérisé en ce que les coupes d'onglet formant l'extrémité des lisses d'assemblage sont exécutées en général à 45°, ce qui permet, par simple retournement, des assemblages à angle droit, avec coupe à "droite" ou à "gauche" (figure 6).3. Construction system according to claim 1, characterized in that the miter cuts forming the end of the assembly beams are generally executed at 45 °, which allows, by simple inversion, assemblies at right angles, with "right" or "left" cut (Figure 6). 4. Système de construction suivant les revendications 1 et 3, caractérisé en ce que le double rainurage symétrique longitudinal (figures 1,2,3,4,7,8, 9,10) est combiné avec les coupes d'onglet d'extrémités des lisses principales, de manière à permettre la mise en place, dans l'une ou l'autre des deux rainures, de la plaque prédécoupée nécessaire au contreventement et à l'équerrage des cadres ainsi formés (figures 5, 6 et 11).4. Construction system according to claims 1 and 3, characterized in that the double symmetrical longitudinal grooving (Figures 1,2,3,4,7,8, 9,10) is combined with the miter cuts of ends main beams, so as to allow the setting in place, in one or the other of the two grooves, of the precut plate necessary for the bracing and the squaring of the frames thus formed (FIGS. 5, 6 and 11). 5. Système de construction selon les revendications 1, 2 et 4, caractérisé en ce que le renforcement de l'ossature nécessaire aux reports de charges (charpente, refends, etc...) ou à un problème spécifique de construction (montage blocs menuiseries, cloisons, colombages, etc...) est assuré par des poteaux (figures 7,8,9,10) rainurés sur une ou plusieurs faces selon leur destination (faces apparentes ou non), des lisses de renfort vertical (a) (figure 11), des lisses d'assemblage libre (b) (figure 11) et des renforts de cloisons (c) (figure 11).5. Construction system according to claims 1, 2 and 4, characterized in that the reinforcement of the framework necessary for the transfer of loads (frame, splitting, etc.) or to a specific construction problem (assembly of carpentry blocks , partitions, half-timbering, etc.) is provided by posts (Figures 7,8,9,10) grooved on one or more faces depending on their destination (visible or not), vertical reinforcement beams (a) ( Figure 11), free assembly beams (b) (Figure 11) and bulkhead reinforcements (c) (Figure 11).
EP89100322A 1988-01-12 1989-01-10 Construction system with a cross-braced structure or frame Expired - Lifetime EP0325929B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89100322T ATE79145T1 (en) 1988-01-12 1989-01-10 CONSTRUCTION SYSTEM WITH WIND-STRENGTHENED STRUCTURE RIBBON.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8800290 1988-01-12
FR8800290A FR2625759A1 (en) 1988-01-12 1988-01-12 SYSTEM FOR BUILDING BUILDINGS AND MISCELLANEOUS WORKS WITH "STRUCTURES" OR "OSSATURES" AGAINST SUCH AS WOOD "OSSATURE" HOUSES

Publications (2)

Publication Number Publication Date
EP0325929A1 true EP0325929A1 (en) 1989-08-02
EP0325929B1 EP0325929B1 (en) 1992-08-05

Family

ID=9362241

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89100322A Expired - Lifetime EP0325929B1 (en) 1988-01-12 1989-01-10 Construction system with a cross-braced structure or frame

Country Status (4)

Country Link
EP (1) EP0325929B1 (en)
AT (1) ATE79145T1 (en)
DE (1) DE68902319D1 (en)
FR (1) FR2625759A1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2706927A1 (en) * 1993-06-25 1994-12-30 Capdepont Claude Method of construction, by means of the novel use of cellular concrete and a wooden frame (grid)
FR2716689A1 (en) * 1994-02-28 1995-09-01 Nasri Ahmad Nibal Construction system to form walls, ceilings, floors, partitions
US6017093A (en) * 1995-07-06 2000-01-25 Thos.Moser Cabinetmakers, Inc. Rectilinear cross-sectional beam furniture, furniture design and furniture production
GB2339809A (en) * 1998-06-19 2000-02-09 John Hinton Timber frame construction
FR2815654A1 (en) * 2000-10-20 2002-04-26 Scarpa Silvestro Modular construction elements for manufacturing buildings comprises upper and lower beams, post and panel for forming wall, beams and post having grooves for housing wall edges
GB2393205A (en) * 2002-09-12 2004-03-24 Richard Jonathan Goodwin A method of manufacturing wall and floor panels and roof trusses for a timber framed building.

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1199468B (en) * 1959-01-27 1965-08-26 Hugo Abrahamsson Wall construction using prefabricated construction panels
DE1759100A1 (en) * 1967-03-31 1971-05-27 Deckvale Ltd Dividing device
DE1759466A1 (en) * 1968-05-04 1971-06-24 Guixe Modesto Buchaca Movable residential building

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1199468B (en) * 1959-01-27 1965-08-26 Hugo Abrahamsson Wall construction using prefabricated construction panels
DE1759100A1 (en) * 1967-03-31 1971-05-27 Deckvale Ltd Dividing device
DE1759466A1 (en) * 1968-05-04 1971-06-24 Guixe Modesto Buchaca Movable residential building

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
ENGINEERING *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2706927A1 (en) * 1993-06-25 1994-12-30 Capdepont Claude Method of construction, by means of the novel use of cellular concrete and a wooden frame (grid)
FR2716689A1 (en) * 1994-02-28 1995-09-01 Nasri Ahmad Nibal Construction system to form walls, ceilings, floors, partitions
US6017093A (en) * 1995-07-06 2000-01-25 Thos.Moser Cabinetmakers, Inc. Rectilinear cross-sectional beam furniture, furniture design and furniture production
GB2339809A (en) * 1998-06-19 2000-02-09 John Hinton Timber frame construction
GB2339809B (en) * 1998-06-19 2002-12-31 John Hinton Timber frame construction
FR2815654A1 (en) * 2000-10-20 2002-04-26 Scarpa Silvestro Modular construction elements for manufacturing buildings comprises upper and lower beams, post and panel for forming wall, beams and post having grooves for housing wall edges
WO2002035028A1 (en) * 2000-10-20 2002-05-02 Silvestro Scarpa Modular building elements system for erecting buildings
GB2393205A (en) * 2002-09-12 2004-03-24 Richard Jonathan Goodwin A method of manufacturing wall and floor panels and roof trusses for a timber framed building.
GB2393205B (en) * 2002-09-12 2004-11-17 Richard Jonathan Goodwin A method of manufacturing building units

Also Published As

Publication number Publication date
DE68902319D1 (en) 1992-09-10
FR2625759A1 (en) 1989-07-13
EP0325929B1 (en) 1992-08-05
ATE79145T1 (en) 1992-08-15

Similar Documents

Publication Publication Date Title
USRE35327E (en) Method of converting logs and resultant product
US8161697B1 (en) Studless load bearing panel wall system
CA2383643A1 (en) Laminated construction elements and method for constructing an earthquake-resistant building
US4815242A (en) Modular lean-to post and beam structure
EP0325929A1 (en) Construction system with a cross-braced structure or frame
JPWO2019229870A1 (en) Building and its construction method
EP0985071A1 (en) Building framework
JPH02292438A (en) Building structure of wooden house
JPS5834625B2 (en) Building frame assembly components for houses
US2368523A (en) Portable building
FR2523183A1 (en) Wooden frame for house - has frame made by combining three timber sections in various ways
FR2610022A1 (en) CONSTRUCTIVE SYSTEM, BY MODULAR WOOD FRAMES, FORMING STRUCTURES, AND METHOD OF MOUNTING
JP2948716B2 (en) Wooden frame panel structure
JP3866148B2 (en) Glulam joining structure and connecting hardware
DE19747802A1 (en) Method for combining wooden frame structure with that for log cabin
JP2001248229A (en) Adjustable floor plan type bolt building and building model
JP2000234407A (en) Earthquake resisting wall structure making use of wooden portal frame
JP3099949U (en) External wooden frame with wooden frame
CA1296857C (en) Modular building construction
JP5650383B2 (en) Multistage braided joint shaft
JPH03199550A (en) Proof stress panel for construction and construction frame-work structure
JP3614893B2 (en) Assemblies for frame structures
JP3841747B2 (en) Axle panel structure for building houses, framed panel construction method and wood panel
JP3168247B2 (en) Seismic wooden house
JPH11303248A (en) Wall body of wooden building and construction method therefor

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 ES FR GB GR IT LI LU NL SE

17P Request for examination filed

Effective date: 19891123

17Q First examination report despatched

Effective date: 19900921

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 ES FR GB GR IT LI LU NL SE

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRE;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.SCRIBED TIME-LIMIT

Effective date: 19920805

Ref country code: AT

Effective date: 19920805

Ref country code: SE

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

Effective date: 19920805

Ref country code: DE

Effective date: 19920805

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: 19920805

Ref country code: GB

Effective date: 19920805

Ref country code: NL

Effective date: 19920805

Ref country code: ES

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

Effective date: 19920805

REF Corresponds to:

Ref document number: 79145

Country of ref document: AT

Date of ref document: 19920815

Kind code of ref document: T

REF Corresponds to:

Ref document number: 68902319

Country of ref document: DE

Date of ref document: 19920910

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Effective date: 19930131

Ref country code: LI

Effective date: 19930131

Ref country code: CH

Effective date: 19930131

GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 19920805

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

Ref country code: LU

Payment date: 19930318

Year of fee payment: 5

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

EPTA Lu: last paid annual fee
26N No opposition filed
BERE Be: lapsed

Owner name: MARTEAU ALAIN

Effective date: 19930131

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: LU

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

Effective date: 19940110

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

Ref country code: FR

Payment date: 20010129

Year of fee payment: 13

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: 20020930

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST