EP0817888B1 - Production of a semi-independent, seamless, cast surface coating, reinforcement meshing and anchoring studs - Google Patents
Production of a semi-independent, seamless, cast surface coating, reinforcement meshing and anchoring studs Download PDFInfo
- Publication number
- EP0817888B1 EP0817888B1 EP96909199A EP96909199A EP0817888B1 EP 0817888 B1 EP0817888 B1 EP 0817888B1 EP 96909199 A EP96909199 A EP 96909199A EP 96909199 A EP96909199 A EP 96909199A EP 0817888 B1 EP0817888 B1 EP 0817888B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- studs
- support
- fact
- reinforcement
- process according
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/005—Methods or materials for repairing pavings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/16—Reinforcements
- E01C11/165—Reinforcements particularly for bituminous or rubber- or plastic-bound pavings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
- E01C7/325—Joining different layers, e.g. by adhesive layers; Intermediate layers, e.g. for the escape of water vapour, for spreading stresses
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0285—Repairing or restoring flooring
Definitions
- the present invention relates to a method for producing coatings on cast surfaces without joint, placed semi-independently on the support (9), directly circulating, placed work from synthetic resins, cement grout or epoxy-cement or other liquid constituents which solidify over time.
- This fitness is generally carried out by sanding, sanding, shot blasting, planing, smoothing or chemical treatment.
- the innovative device consists in creating a point-like mechanical link between the support to be treated (9) and the wear layers (3, 7 and 8), allowing the resistance to be neglected superficial traction of the support to be treated and movements such as dilation or cracking of this said support.
- Patent AT-B 345521 describes the installation of an insulation under concrete paving "pinned" by shaped steels laid before the insulation in the lower concrete slab.
- Patent DE-A 3838320 reports holes made in the support to be treated, filled by the base layer made before the first layer of fiberglass is put in place.
- the present invention is characterized by the realization of a punctual rigid connection ensured by anchoring studs (1 and 2) housed in the support (9) which mechanically fix a reinforcement of mesh or fiber fabrics (4). The whole then being saturated by pouring the new coating.
- These coatings consist of one or more layers of synthetic resins, grout of cement or epoxy-cement (3, 7 and 8) of different or identical thickness and nature, made from one or more chemical components, pure or loaded with aggregates, applied manually or mechanically.
- the frame (4) made of mesh of glass fiber mesh and / or complex of glass fabrics and / or of composite and / or metal, is arranged over the entire surface of the support to be treated. This one is laid out flat and overlapped with slips or plates (10), before pouring the first constituent layer of the final coating (3).
- the anchor pads are made of polymer and / or composite and / or metallic products. They consist of a thin plate (1), for example in the form of a trellis (5) and a foot tubular (2) integral and perforated over its height. These studs, distributed over the entire surface to treat according to a precise plan, are housed in perfectly calibrated holes made after the fitting the reinforcement (4) in the support (9) before pouring the first layer of the final coating (3). These studs fix the frame (4) or the composite plates (10) to the support to be treated (9).
- the basic idea of the invention is to associate, for example, the liquid nature of a resin synthetic casting, filling of anchor pads (1 and 2), wetting of the reinforcement (4) by the resin, thus manufacturing a composite fixed to the support by chemical sealing.
- the assembly After crosslinking of the resin, for example called base layer (3), the assembly is perfectly homogeneous, resistant and independent of the initial surface condition of the support (9).
- the reliability of the device is based on improving the elasticity modules of the coating and the resistance to tearing off of the anchoring studs and of the “studs-base layer” connection.
- the base layer (3) can then receive one or more other layers constituting the new coating. These will then be the wear layers (7 and 8).
- the base layer (3) can consist of prefabricated elements of suitable size (10) and (11), armed with a fiber mesh (4), fixed to the support (9) by the studs (1 and 2) and covering the soil to be treated. In this case, it is the wear layers (7 and 8) which saturate the overlaps and fill the anchor pads.
- the present invention aims to eliminate the drawbacks of the preparation of the support (9).
- the semi-independent nature of the innovative device contributes to the fact that the coating does not undergo detachment under the effect of possible phenomena of flux of water vapor or gas, hydrostatic pressure or cracking of the support (9).
- the method also provides for the possibility of placing under the frame (4) or the prefabricated base layer (10), soundproofing material and / or draining material not glued and / or existing and fixed by the studs (1 and 2) to the support (9), at the same time as the fixing the frame (4) or plates (10).
- the support (9) can be treated on the surface by the use of a release agent before the fitting of the reinforcement or other chemical and / or solid product.
- the device allows the control and mastery of water migrations to the interface of the support (9) and of the coating (3, 7 and 8).
- the present invention is particularly intended for the repair of degraded floors and surfaces in the Food, Chemical, Para-chemical, Metallurgical and Technical in general.
- the supports capable of receiving this system are mainly cementitious hydraulic bonded substrates or coated with an existing coating that can have surface irregularities, dirt and roughness.
- filling of the anchor pads (1 and 2) is carried out by injection of a sealing resin and the application of the so-called base and wear layers of resins (3, 7 and 8) is by spraying on the support or on the roller.
- the method as it is designed strengthens the structure of the support (9) by impregnating the roughness and micro-cracks by resin which fills the tubular base of the anchoring pad (2).
- the process as it is conceived, can receive on the underlayer a glued coating of the type PVC slab or tiling for example, in surface finish coating.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Mechanical Engineering (AREA)
- Electrochemistry (AREA)
- Chemical & Material Sciences (AREA)
- Floor Finish (AREA)
- Slide Fasteners, Snap Fasteners, And Hook Fasteners (AREA)
- Laminated Bodies (AREA)
- Details Of Garments (AREA)
- Application Of Or Painting With Fluid Materials (AREA)
- Road Paving Structures (AREA)
Abstract
Description
La présente invention concerne un procédé pour réaliser des revêtements de surfaces coulées sans joint, posés en semi-indépendance sur le support (9), directement circulables, mis en oeuvre à partir de résines synthétiques, de coulis de ciment ou d'époxy-ciment ou autres constituants liquides se solidifiant dans le temps.The present invention relates to a method for producing coatings on cast surfaces without joint, placed semi-independently on the support (9), directly circulating, placed work from synthetic resins, cement grout or epoxy-cement or other liquid constituents which solidify over time.
Les systèmes de surfaces techniques constituées d'un support à base de liant hydraulique et cimentaire (9), et d'une couche d'usure adhérente collée, scellée ou coulée n'est durable qu'à condition que le support et la couche en question soient de bonne qualité et que leur liaison mécanique soit parfaite.Technical surface systems consisting of a support based on hydraulic binder and cement (9), and a bonded, bonded, sealed or cast wear layer is only durable provided that the support and the layer in question are of good quality and that their bond mechanical is perfect.
Ceci implique une remise en forme de l'état de surface du support avant de lui appliquer la couche dite d'usure. Cette remise en forme s'effectue généralement par sablage, ponçage, grenaillage, rabotage, ragréage ou traitement chimique.This involves reshaping the surface condition of the support before applying the so-called wear layer. This fitness is generally carried out by sanding, sanding, shot blasting, planing, smoothing or chemical treatment.
Le dispositif innovant consiste à créer une liaison mécanique ponctuelle maillée entre le support à traiter (9) et les couches d'usure (3, 7 et 8), permettant de négliger la résistance superficielle à la traction du support à traiter et les mouvements tel que dilatation ou fissuration de ce dit support.The innovative device consists in creating a point-like mechanical link between the support to be treated (9) and the wear layers (3, 7 and 8), allowing the resistance to be neglected superficial traction of the support to be treated and movements such as dilation or cracking of this said support.
Le brevet AT-B 345521 nous décrit la pose d'un isolant sous dallage béton "épinglé" par des aciers façonnés posés avant l'isolant dans la dalle béton inférieure.Patent AT-B 345521 describes the installation of an insulation under concrete paving "pinned" by shaped steels laid before the insulation in the lower concrete slab.
Le brevet DE-A 3838320 fait état de trous réalisés dans le support à traiter, rempli par la couche de base réalisée avant la mise en place de la première couche de fibre de verre.Patent DE-A 3838320 reports holes made in the support to be treated, filled by the base layer made before the first layer of fiberglass is put in place.
Le brevet US-A 4637-946 fait état de feuilles de bitume armées de toile de verre thermodurcissable.US-A 4637-946 reports bitumen sheets reinforced with glass cloth thermosetting.
La présente invention se caractérise par la réalisation d'une liaison rigide ponctuelle assurée par des plots d'ancrage (1 et 2) logés dans le support (9) qui fixent mécaniquement une armature de treillis ou de tissus de fibres (4). L'ensemble étant ensuite saturé par coulage du nouveau revêtement.The present invention is characterized by the realization of a punctual rigid connection ensured by anchoring studs (1 and 2) housed in the support (9) which mechanically fix a reinforcement of mesh or fiber fabrics (4). The whole then being saturated by pouring the new coating.
Ces revêtements sont constitués d'une ou plusieurs couches de résines synthétiques, de coulis de ciment ou d'époxy-ciment (3, 7 et 8) d'épaisseur et de nature différentes ou identiques, élaborées à partir de un ou plusieurs composants chimiques, purs ou chargés de granulats, appliquées manuellement ou mécaniquement. These coatings consist of one or more layers of synthetic resins, grout of cement or epoxy-cement (3, 7 and 8) of different or identical thickness and nature, made from one or more chemical components, pure or loaded with aggregates, applied manually or mechanically.
L'armature (4), en treillis de fibres de verre maillé et/ou complexes de tissus de verre et/ou de composite et/ou métallique, est disposée sur toute la surface du support à traiter. Celle ci est disposée à plat et à recouvrement des lais ou des plaques (10), avant le coulage de la première couche constituante du revêtement final (3).The frame (4), made of mesh of glass fiber mesh and / or complex of glass fabrics and / or of composite and / or metal, is arranged over the entire surface of the support to be treated. This one is laid out flat and overlapped with slips or plates (10), before pouring the first constituent layer of the final coating (3).
Les plots d'ancrage sont fabriqués en produits polymères et/ou composites et/ou métalliques. Ils sont constitués d'une platine mince (1), par exemple en forme de treillis(5) et d'un pied tubulaire (2) solidaire et ajouré sur sa hauteur. Ces plots, répartis sur toute la surface à traiter suivant un plan précis, sont logés dans des trous parfaitement calibrés réalisés après la pose de l'armature (4), dans le support (9) avant le coulage de la première couche du revêtement final (3). Ces plots fixent l'armature (4) ou les plaques composites (10) sur le support à traiter (9).The anchor pads are made of polymer and / or composite and / or metallic products. They consist of a thin plate (1), for example in the form of a trellis (5) and a foot tubular (2) integral and perforated over its height. These studs, distributed over the entire surface to treat according to a precise plan, are housed in perfectly calibrated holes made after the fitting the reinforcement (4) in the support (9) before pouring the first layer of the final coating (3). These studs fix the frame (4) or the composite plates (10) to the support to be treated (9).
L'idée de base de l'invention est d'associer, par exemple, le caractère liquide d'une résine synthétique coulée, le remplissage des plots d'ancrage (1 et 2), le mouillage de l'armature (4) par la résine, fabriquant ainsi un composite fixé au support par scellement chimique.The basic idea of the invention is to associate, for example, the liquid nature of a resin synthetic casting, filling of anchor pads (1 and 2), wetting of the reinforcement (4) by the resin, thus manufacturing a composite fixed to the support by chemical sealing.
Après réticulation de la résine, par exemple dite couche de base (3), l'ensemble est parfaitement homogène, résistant et indépendant de l'état de surface initial du support (9).After crosslinking of the resin, for example called base layer (3), the assembly is perfectly homogeneous, resistant and independent of the initial surface condition of the support (9).
La fiabilité du dispositif repose sur l'amélioration des modules d'élasticité du revêtement et de la résistance à l'arrachement des plots d'ancrage et de la liaison "plots-couche de base".The reliability of the device is based on improving the elasticity modules of the coating and the resistance to tearing off of the anchoring studs and of the “studs-base layer” connection.
La couche de base (3) peut ensuite recevoir une ou plusieurs autres couches constituant le nouveau revêtement. Celles-ci seront alors les couches d'usure (7 et 8).The base layer (3) can then receive one or more other layers constituting the new coating. These will then be the wear layers (7 and 8).
La couche de base (3) peut être constituée d'éléments préfabriqués de dimension adaptée (10)et (11), armés d'un treillis de fibres (4), fixés au support (9) par les plots (1 et 2) et recouvrant le sol à traiter. Dans ce cas, ce sont les couches d'usure (7 et 8) qui saturent les recouvrements et remplissent les plots d'ancrage.The base layer (3) can consist of prefabricated elements of suitable size (10) and (11), armed with a fiber mesh (4), fixed to the support (9) by the studs (1 and 2) and covering the soil to be treated. In this case, it is the wear layers (7 and 8) which saturate the overlaps and fill the anchor pads.
La présente invention vise à supprimer les inconvénients de la préparation du support (9). On notera par ailleurs que le caractère semi-indépendant du dispositif innovant concourt à ce que le revêtement ne subisse pas de décollement sous l'effet d'éventuels phénomènes de flux de vapeur d'eau ou de gaz, de pression hydrostatique ou de fissuration du support (9).The present invention aims to eliminate the drawbacks of the preparation of the support (9). We also note that the semi-independent nature of the innovative device contributes to the fact that the coating does not undergo detachment under the effect of possible phenomena of flux of water vapor or gas, hydrostatic pressure or cracking of the support (9).
Le procédé prévoit également la possibilité de la mise en place, sous l'armature (4) ou la couche de base préfabriquée (10), d'un matériau isolant phonique et/ou d'un matériau drainant non collé et/ou existant et fixé par les plots (1 et 2) au support (9), en même temps que la fixation de l'armature (4) ou des plaques (10). Pour réaliser la semi-indépendance certaine, le support (9) peut être traiter en surface par la mise en oeuvre d'un agent démoulant avant la pose de l'armature ou autre produit chimique et/ou solide. The method also provides for the possibility of placing under the frame (4) or the prefabricated base layer (10), soundproofing material and / or draining material not glued and / or existing and fixed by the studs (1 and 2) to the support (9), at the same time as the fixing the frame (4) or plates (10). To achieve certain semi-independence, the support (9) can be treated on the surface by the use of a release agent before the fitting of the reinforcement or other chemical and / or solid product.
Tel qu'il est conçu, le dispositif permet le contrôle et la maítrise des migrations d'eau à l'interface du support (9) et du revêtement (3, 7 et 8).As designed, the device allows the control and mastery of water migrations to the interface of the support (9) and of the coating (3, 7 and 8).
La présente invention est particulièrement destinée à la réfection des sols et surfaces dégradés dans les secteurs de l'Industrie Agro-Alimentaire, Chimique, Para chimique, Métallurgique et Technique en général.The present invention is particularly intended for the repair of degraded floors and surfaces in the Food, Chemical, Para-chemical, Metallurgical and Technical in general.
Selon l'invention, les supports susceptibles de recevoir ce système sont principalement des subjectiles à liant hydrauliques cimentaires ou revêtus d'un revêtement existant pouvant comporter des irrégularités de surface, des salissures et des aspérités.According to the invention, the supports capable of receiving this system are mainly cementitious hydraulic bonded substrates or coated with an existing coating that can have surface irregularities, dirt and roughness.
Concernant les supports inclinés et verticaux, le principe de l'invention est conservé : Le remplissage des plots d'ancrage (1 et 2) est réalisé par injection d'une résine de scellement et l'application des couches de résines (3, 7 et 8) dites de base et d'usure se fait par projection sur le support ou au rouleau.Regarding inclined and vertical supports, the principle of the invention is preserved: filling of the anchor pads (1 and 2) is carried out by injection of a sealing resin and the application of the so-called base and wear layers of resins (3, 7 and 8) is by spraying on the support or on the roller.
Le procédé tel qu'il est conçu, renforce la structure du support (9) par l'imprégnation des aspérités et des micro-fissures par de la résine qui remplit le pied tubulaire du plot d'ancrage (2).The method as it is designed strengthens the structure of the support (9) by impregnating the roughness and micro-cracks by resin which fills the tubular base of the anchoring pad (2).
Le procédé tel qu'il est conçu, peut recevoir sur la sous-couche un revêtement collé du type dallette PVC ou carrelage par exemple, en revêtement de finition superficiel.The process as it is conceived, can receive on the underlayer a glued coating of the type PVC slab or tiling for example, in surface finish coating.
Appliqué avec des résines synthétiques par exemple, le procédé permet de réaliser des surfaces étanches aux liquides.Applied with synthetic resins for example, the process allows for liquid tight surfaces.
Claims (6)
- Process for making "semi-independent" poured joint-free surface coverings made of synthetic resin, grout or epoxy cement or other liquid constituents that solidify in time, characterized by the fact that a rigid connection is formed at specific points consisting of anchor studs (1 and 2) inserted and fixed in the existing support to be treated (9) that remains in its existing condition, by putting a glass fiber and/or synthetic and/or metal fiber mesh reinforcement in position before the base layer (3) is poured, which fills in the studs (1 and 2), wets the reinforcement (4), seals the assembly and can then be covered with the wear coats (7 and 8), thus forming a self-supporting covering fixed at specific points to the support (9).
- Manufacturing process according to claim 1, characterized by the fact that a sound and/or thermal insulation in the form of a board and/or pellets is placed under and/or with the reinforcement (4), to be fixed at the same time as the reinforcing frame (4) using the studs (1 and 2).
- Manufacturing process according to claim 1, characterized by the fact that a draining device is placed under and/or with the reinforcement (4), in order to control the migration of liquid and/or gaseous fluids at the interface between the support (9) and the new covering fixed to the support at the same time as the reinforcing frame using the studs (1 and 2).
- Manufacturing process according to claim 1, characterized by the fact that a reinforcing frame (4) made of a metallic material is added and is fixed by the metallic studs (1 and 2).
- Manufacturing process according to claim 1, characterized by the fact that a prefabricated surface covering can be laid and/or glued onto the layer (3), thus replacing the wear coats (7 and 8).
- Anchor studs (1 and 2) for implementation of the process according to any one of the previous claims, characterized by the fact that they are composed of a thin perforated plate (1) and a solid tubular stand (2) with perforations over its full height.
Applications Claiming Priority (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9504281A FR2732370B1 (en) | 1995-03-28 | 1995-03-28 | METHODS OF MANUFACTURING SEMI-INDEPENDENT SURFACE COATINGS IN FRAMED SYNTHETIC RESINS AND PLOTS FOR IMPLEMENTATION |
FR9504281 | 1995-03-28 | ||
FR9603704 | 1996-03-20 | ||
FR9603704A FR2732390A1 (en) | 1995-03-28 | 1996-03-20 | MANUFACTURING PROCESSES FOR SEMI-INDEPENDENT SURFACE COATINGS WITHOUT JOINTS AND TRAMS, AND PLOTS FOR IMPLEMENTATION |
PCT/FR1996/000447 WO1996030594A1 (en) | 1995-03-28 | 1996-03-26 | Production of a semi-independent, seamless, cast surface coating, reinforcement meshing and anchoring studs |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0817888A1 EP0817888A1 (en) | 1998-01-14 |
EP0817888B1 true EP0817888B1 (en) | 2000-11-29 |
Family
ID=26231880
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP96909199A Expired - Lifetime EP0817888B1 (en) | 1995-03-28 | 1996-03-26 | Production of a semi-independent, seamless, cast surface coating, reinforcement meshing and anchoring studs |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP0817888B1 (en) |
AT (1) | ATE197829T1 (en) |
DE (2) | DE69611085D1 (en) |
ES (1) | ES2153957T3 (en) |
FR (1) | FR2732390A1 (en) |
WO (1) | WO1996030594A1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19830400C1 (en) * | 1998-07-08 | 1999-10-07 | Koetsveld & Grimberg Saeuresch | Method of repairing building foundations |
DE102008030954A1 (en) * | 2008-07-02 | 2010-01-14 | Kohlstadt, Hans-Peter | Water permeable, drivable multilayered flooring for applying on buildings, comprises covering layer based on mineral-bound aggregates, reinforcement mesh fabric, and base layer |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1393815A (en) * | 1972-08-25 | 1975-05-14 | Bekaert Sa Nv | Concrete construction |
AT345521B (en) * | 1977-01-10 | 1978-09-25 | Kuprian Walter Dipl Ing | CEILING CONSTRUCTION |
US4339289A (en) * | 1980-08-25 | 1982-07-13 | Battelle Development Corporation | Concrete overlay construction |
US4637946A (en) * | 1985-11-18 | 1987-01-20 | Owens-Corning Fiberglas Corporation | Road repair membrane |
US4668548A (en) * | 1985-12-31 | 1987-05-26 | Ribbon Technology Court | Integrally-anchored fiber-reinforced concrete overlays and surfacings and method of making same |
DE3838320A1 (en) * | 1988-10-19 | 1990-04-26 | Kunz Alfred & Co | Process for repairing damaged coverings or the like by applying coatings |
BE1003449A3 (en) * | 1989-11-20 | 1992-03-24 | Bekaert Sa Nv | Method for reinforcing a top layer of LAND AND TAKING APPLIED reinforcing mesh. |
-
1996
- 1996-03-20 FR FR9603704A patent/FR2732390A1/en not_active Withdrawn
- 1996-03-26 DE DE69611085A patent/DE69611085D1/en not_active Expired - Fee Related
- 1996-03-26 DE DE69611085T patent/DE69611085T4/en not_active Expired - Lifetime
- 1996-03-26 ES ES96909199T patent/ES2153957T3/en not_active Expired - Lifetime
- 1996-03-26 AT AT96909199T patent/ATE197829T1/en not_active IP Right Cessation
- 1996-03-26 EP EP96909199A patent/EP0817888B1/en not_active Expired - Lifetime
- 1996-03-26 WO PCT/FR1996/000447 patent/WO1996030594A1/en active IP Right Grant
Also Published As
Publication number | Publication date |
---|---|
EP0817888A1 (en) | 1998-01-14 |
WO1996030594A1 (en) | 1996-10-03 |
FR2732390A1 (en) | 1996-10-04 |
ATE197829T1 (en) | 2000-12-15 |
ES2153957T3 (en) | 2001-03-16 |
DE69611085T2 (en) | 2001-08-02 |
DE69611085D1 (en) | 2001-01-04 |
DE69611085T4 (en) | 2002-01-03 |
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