EP0506502B1 - Transportabler Schutzraum - Google Patents
Transportabler Schutzraum Download PDFInfo
- Publication number
- EP0506502B1 EP0506502B1 EP19920400621 EP92400621A EP0506502B1 EP 0506502 B1 EP0506502 B1 EP 0506502B1 EP 19920400621 EP19920400621 EP 19920400621 EP 92400621 A EP92400621 A EP 92400621A EP 0506502 B1 EP0506502 B1 EP 0506502B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- foam
- panels
- layer
- arc
- roof
- 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
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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
Definitions
- the present invention relates to a mobile technical shelter intended to contain equipment and / or personnel, in particular military, of rectangular shape and dimensions such that it can be transported on land, sea or air vehicles.
- Such shelters are commonly called “shelters” or ATM.
- the invention also relates to the method of manufacturing certain elements of the aforementioned technical shelters.
- These shelters have a sufficient height to allow the standing station of the personnel, inside them. Their length varies between three and six meters approximately.
- Shelters of this type are currently constituted by a metal frame or framework, comprising profiles assembled together, on which are fixed panels with metal skins and thermally insulating core.
- the object of the present invention is to design a shelter which is at the same time lighter, more rigid, easier to assemble and more efficient than known shelters.
- the invention provides a mobile shelter intended to contain equipment and / or personnel, in particular military, of rectangular shape and of dimensions such that it can be transported on land, sea or air vehicles, this shelter being consisting of a floor panel, side panels and a ceiling panel, at least two opposite side panels and the ceiling panel being assembled by elements of arcuate cross section forming edges of the parallelepiped, said side and ceiling panels and said elements arched, each consisting of two rigid external and internal walls separated by a layer of plastic foam glued to the two walls, characterized in that the mobile shelter is a technical shelter and in that the walls of each panel and of each element arched consist of metal sheets, in that at least the external walls of the pannels lateral waters and ceiling and the external walls of the adjacent arched elements are welded together along their adjacent edges, and in that the arched elements comprise a layer of wood between their external wall and their layer of foam to obtain a better distribution of the forces after assembly, the assembly by welding of the sheets of these panels and of these elements directly ensuring the rigidity of the shelter,
- the external wall of the arcuate elements extends beyond the opposite ends of the layer of foam and covers over a certain length the adjacent side or ceiling panels.
- each side and ceiling panel comprises, at its periphery, a layer of wood between its outer wall and its layer of foam, so that this layer of wood is located under the welds made between the side and ceiling panels and the adjacent arched elements.
- the technical shelter according to the invention is devoid of a metal frame, which makes it easy and inexpensive to assemble.
- the shelter according to the invention is light and therefore easy to transport, since it is exclusively made from thin metal sheets and a plastic foam.
- the shelter according to the invention has, thanks to its structure, a certain flexibility which enables it to withstand in particular breaths generating on its outer surface pressures exceeding 30 KPa.
- the sheets of the panels and elements are made of aluminum with a thickness of between 1 and 2 mm approximately.
- Such aluminum sheets make it possible to produce a light structure and are easily foldable to produce the corner elements of arcuate section.
- the plastic foam is PVC foam (polyvinyl chloride).
- This foam is easily thermoformable and stickable, absorbs the pressures due to the breath of an atomic explosion and provides excellent thermal insulation, without any thermal bridge since it extends without discontinuity between the sheets forming the outer and inner faces of the shelter.
- the mobile technical shelter intended to contain equipment, for example electronic or medical and / or personnel, in particular military personnel, has a parallelepiped shape.
- Its length is for example between three and six meters, and its height and width of the order of 2 to 2.50 meters.
- the shelter shown in FIGS. 1A, 1B, 2, 3, 4A, 48 is constituted by panels 1, 2, 3, 4 assembled to each other along the edges of the parallelepiped volume.
- the panel 1 constitutes the floor
- the panel 2 constitutes one of the two side walls extending along the length of the shelter
- the panel 3 constitutes one of the two side walls extending along the width of the shelter and which includes the door 5
- the panel 4 constitutes the ceiling.
- no metal frame that is to say no upright or any beam, are not provided to ensure the rigidity of the shelter, the latter being determined only by the panels 1, 2, 3, 4 themselves and their means of assembly along the edges of the parallelepiped.
- the panels 2, 3, 4 are assembled to each other by elements such as 6, 7, 8 of arcuate cross section forming the edges of the parallelepiped.
- the panels 2 and 3 as well as the two other side panels are assembled to the floor 1 by means different from the elements of arcuate section, which will be described later.
- FIGS 1A, 1B, 2, 3, 4A, 4B illustrate several variants of mounting the shelter from individual panels. However, the final structure of these various shelters is identical.
- FIG. 1A shows that the arched element 7 is integral with the panel 4 playing the role of a ceiling, that the arched element 6 is integral with the panel 2, while the arched element 8 is integral with the panel 3.
- FIG. 1B illustrates a variant according to which the panel 3 is planar, the arched element 8 being integral with the panel 2 and the arched elements 6 and 7 of the roof panel 4.
- the arched elements 7 and 8 are integral with the panel 3, the panel 4 then being perfectly flat.
- the panel 5 is planar; the panel 2 comprises the arched elements 6 and 8, the roof panel 4 comprises the arched element 7, while the panel 3 is perfectly flat.
- all the panels are planar, the arcuate elements 6, 7 and 8 being produced individually.
- FIG. 4B shows an alternative embodiment of the shelter according to the invention, in which the arched elements 7 and 8 are removed, the panels 2 and 3 on the one hand and 3 and 4 on the other hand being directly linked together.
- the arched element is then secured to the roof panel 4 and provides the junction with the panels 2 and 3.
- This element has a flat part 45 extended by two curved parts 46 and 47 visible in FIG. 5B. It can therefore be seen that the shape of the arched elements is arbitrary provided that they provide the junction between two adjacent panels.
- the panels 1, 4 and 9 respectively forming the floor, the ceiling and one of the four side walls, each consist of two metal sheets 10, 11 separated by a foam material plastic 12, the two faces of which are bonded to the two sheets 10, 11.
- the elements of arcuate section such as 7, 7a which respectively connect the side panel 9 to the ceiling 4 and the panel 3 of the door 5 to the ceiling 4 are each constituted by two metal sheets 13, 14 separated by a foam of material plastic 12 bonded to these two sheets.
- the outer sheet 10 of the panels such as 9 and 4 is connected by continuous welds which will be detailed below to the outer sheet 13 of the arcuate section elements 7, 7a.
- the sheets of the panels and elements are preferably made of aluminum with a thickness of between 1 and 2 mm approximately.
- the plastic foam 12 is preferably a PVC foam (polyvinyl chloride), the thickness of this foam preferably being between 50 and 60 mm approximately.
- the foam 12 between the sheets 10, 11 of a panel such as 4 or 9 is glued at its ends to the foam 12 of the adjacent arcuate elements such as 7, 7a. This gives perfect continuity of the foam between the different panels.
- the continuous welds 15 which connect the outer sheets 10 of the panels and the outer sheet 13 of the arcuate section member 7a are therefore located in line with the foam 12 of the panels.
- the arcuate section element is curved in an arc of a 90 ° circle whose outside radius is of the order of 100 to 150 mm.
- the end faces 12a, 12b of the foam are perpendicular to each other so that they fit perfectly against the end faces of the foam of the panels 4, 9.
- the foam 12 of the elements of arcuate section such as 7a is made of linear PVC of density equal to approximately 90 kg / m3 and the foam 12 of the panels such as 4, 9 is in Crosslinked PVC with a density of approximately 55 kg / m3. This feature results from the forming process which will be described later.
- the foam 12c situated at the periphery is made of linear PVC, so that it is in contact with a foam of the same quality of the arcuate elements such as 7a, which facilitates the bonding of the ends. adjacent to the foam.
- each element of arcuate section such as 7a comprises between the external sheet 13 and the foam 12 a layer of wood 16 for example of plywood of thickness equal to 3 mm.
- a layer of wood 16a is also provided at the periphery of the panels 4, 9, so that this layer of wood 16a is located under the weld 15, 15a produced between the outer sheets 13, 10 of the rounded elements and panels.
- the side panels such as 9 are assembled at right angles to the floor 1 of the shelter by means of external 17 and internal 18 aluminum profiles, substantially in the form of a square.
- the wings 17a, 17b of the external profile 17 are welded respectively to the external sheet 10 of the side panel 9 and that of the floor 1.
- this external profile 17 comprises a tubular part 17c from which the wings 17a, 17b of the profile project.
- This tubular part 17c has two perpendicular flats 17d, 17e forming stops respectively for the lower end of the side panel 9 and the end of the floor 1.
- the internal bracket 18 is fixed by means of screws (not shown) to the internal sheets 11 of the panel 9 and of the floor 1.
- the internal sheets 11 of the panels 9 and 4 are connected to the internal sheet 14 of the arcuate section element 7a by means of fastening elements 19, 20 fixed to the sheets by rivets.
- the shelter comprises a partition 21 which is also constituted by two aluminum sheets 22, 23 between which is disposed a PVC foam 24.
- This partition 21 is fixed to the ceiling 4 and to the floor 1 by shaped fixing elements. square 25, 26, 27, 28.
- This process includes the following steps:
- a rectangular foam plate 30 is heated to a temperature sufficient to make it suitable for thermoforming. This temperature is around 115 ° C in the case of PVC foam.
- the foam plate 30 is placed on a thermoforming mold 31 having (see FIG. 9) a cavity 32 whose internal shape corresponds to the final curvature which it is desired to obtain.
- the foam plate 30 is curved along the profile of the cavity 32 of the mold under the action of a pressure exerted on the upper face of the plate 30 and of a depression produced under the lower face of this plate.
- the pressure is exerted on the upper face of the foam by means of a forming device 33 articulated at 37 on one of the sides of the mold 31.
- This device 33 comprises a central block 34 and two lateral blocks 35, 36 intended for come to rest on the foam (see Figures 10, 11, 12).
- the block 36 which rests on the foam 30 first, blocks it near the side adjacent to the joint 37.
- the central block 34 which rests in the middle of the foam curves it towards the bottom of the cavity 32.
- the other lateral block 35 rests on the side of the foam opposite the articulation 37.
- the depression produced at the bottom of the cavity 32 by a suction channel 38 makes it possible to perfect the curvature of the foam.
- thermoformed foam plates 30 and 30a are placed between two sheets 41, 41a, the first covering a plywood plate 42, the faces of which are adjacent to the foam, are coated with a layer of glue, such as epoxy glue.
- the above assembly is then placed on a shape 43 (see FIG. 15) and the assembly is pressed on this shape by applying to the outer sheet 41 a uniformly distributed pressure.
- stops 44 integral with the form 43, are provided on either side of the two layers of foam 30, 30a.
- This shelter nevertheless resists the pressures generated by the breath of an atomic explosion.
- This resistance is due in particular to the connections between the panels by elements of arcuate section and to the mechanical resistance of the composite panel whose core is PVC foam.
- the shelter is completely impermeable to radiation, gases and biological agents, thanks to the continuous welds used to assemble the external sheets of the various elements of the shelter. This impermeability is supplemented by the layers of glue which connect the sheets and the foam.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Claims (15)
- Beweglicher Unterstand zur Aufnahme von Material und/ oder Personal, in erster Linie Militärpersonal, in Quaderform und mit Maßen, die seinen Transport auf Land-, See- oder Luftfahrzeugen erlauben, wobei der Unterstand aus einer Tafel (1) besteht, die den Boden bildet, aus Seitentafeln (2, 3) und einer Tafel (4), die die Decke bildet, mindestens zwei der angelegten Seitentafeln (2, 3, 9) und die Deckentafel (4) sind durch die Elemente (6, 7, 7a, 8, 46, 47) mit gebogenem Querschnitt verbunden, wobei letztere die Quaderkanten bilden, die genannten Seiten- und Deckentafeln (1-4, 9) und gebogenen Elemente (6, 7, 7a, 8, 46, 47) bestehen jeweils aus zwei starren Wänden, einer äußeren und einer inneren (10, 11; 13, 14), jeweils getrennt durch eine Schaumstoffschicht (12) aus Kunststoff, die auf die beiden Wände geklebt wird, gekennzeichnet dadurch, daß der bewegliche Unterstand ein technischer Unterstand ist und gekennzeichnet dadurch, daß die Wände jeder Tafel (1-4, 9) und jedes gebogenen Elements (6, 7, 7a, 8, 46, 47) aus zwei Metallblechen bestehen, und daß mindestens die Außenwände (10) der Seitentafeln und der Deckentafel (2, 3, 4, 9) sowie die Außenwände der nebeneinanderliegenden gebogenen Elemente (6, 7, 7a, 8, 46, 47) eine Holzschicht (16) zwischen der Außenwand (13) und der Schaumstoffschicht (12) aufweisen, um die Kräfte nach dem Zusammenbau besser zu verteilen, gekennzeichnet dadurch, daß das Zusammenbauen durch Schweißen der Bleche dieser Tafeln und der Elemente direkt die Steifheit des Unterstands gewährleistet, und zwar ohne Rahmen oder Verstärkungsrahmen.
- Technischer Unterstand gemäß Anspruch 1, gekennzeichnet dadurch, daß sich die Außenwand (13) der gebogenen Elemente (7, 7a) über die einander gegenüberliegenden Enden der Schaumstoffschicht (12) hinaus erstrecken und die danebenliegenden Seitentafeln (9) oder die danebenliegende Deckentafel (4) über eine gewisse Länge überdecken.
- Technischer Unterstand gemäß Anspruch 2, gekennzeichnet dadurch, daß jede Seitentafel (9) und Deckentafel (4) an ihrem Umfang eine Holzschicht (16a) zwischen der Außenwand (10) und der Schaumstoffschicht (12) aufweist, so daß die Holzschicht (16a) unter den Schweißungen (15) liegt, die zwischen den Seitentafeln und der Deckentafel (9, 4) sowie den danebenliegenden gebogenen Elementen (7, 7a) angebracht werden.
- Technischer Unterstand gemäß einem beliebigen dieser Ansprüche 1 bis 3, gekennzeichnet dadurch, daß die Außenwände (10, 13) der Seitentafeln und der Deckentafel (9, 4) sowie die gebogenen Elemente (7, 7a) aus Aluminium in einer Stärke von ca. 1 bis 2 mm bestehen.
- Technischer Unterstand gemäß einem der Ansprüche 1 bis 4, gekennzeichnet dadurch, daß die Schaumstoffschicht (12) aus PVC (Polyvinylchlorid) besteht.
- Technischer Unterstand gemäß Anspruch 5, gekennzeichnet dadurch, daß die Stärke der Schaumstoffschicht (12) ca. 50 bis 60 mm beträgt.
- Technischer Unterstand gemäß einem der Ansprüche 1 bis 6, gekennzeichnet dadurch, daß die Schaumstoffschicht (12) der Seitentafeln und der Deckentafel (9, 4) an ihren Enden (12a, 12b) an die Schaumstoffschicht (12) der danebenliegenden gebogenen Elemente (7, 7a) geklebt ist.
- Technischer Unterstand gemäß einem der Ansprüche 1 bis 7, gekennzeichnet dadurch, daß die Starke der Außenwand (10, 13) der gebogenen Elemente (7, 7a) und der Decken- und Seitentafeln (4, 9) größer ist als die der Innenwand (11, 14).
- Technischer Unterstand gemäß einem der Ansprüche 1 bis 8, gekennzeichnet dadurch, daß die Schaumstoffschicht (12) der gebogenen Elemente (7, 7a) aus linearem PVC mit einer Dichte von etwa 90 kg/m3 besteht und der Schaumstoff der Decken- und Seitentafeln (4, 9) aus vernetztem PVC mit einer Dichte von etwa 55 kg/m3.
- Technischer Unterstand gemäß Anspruch 9, gekennzeichnet dadurch, daß die Schaumstoffschicht (12c) an der Peripherie in den Decken- und Seitentafeln (4, 9), aus linearem PVC besteht.
- Technischer Unterstand gemäß einem der Ansprüche 1 bis 10, gekennzeichnet dadurch, daß die Seitentafeln (9) im rechtem Winkel mit dem Boden (1) des Unterstands mit Außenprofilen (17) und Innenprofilen (18) mit etwa Winkelform zusammengebaut sind.
- Technischer Unterstand gemäß Anspruch 11, gekennzeichnet dadurch, daß die Flügel (17a, 17b) des Außenprofils (17) an die Außenwand (10) der Seitentafeln (9) und an die der Bodentafel (1) geschweißt sind.
- Technischer Unterstand gemäß Anspruch 11 oder 12, gekennzeichnet dadurch, daß das Außenprofil (17) einen röhrenförmigen Teil (17c) umfaßt, aus dem die Flügel des Profils hervorstehen, wobei der röhrenfömige Teil (17c) zwei Stegflanken (17d, 17e) im rechten Winkel angebracht aufweist, die jeweils für die Enden der Seitentafel (9) und des Bodens (1) Anschläge bilden.
- Fertigungsverfahren der Elemente mit gebogenem Querschnitt (7, 7a) des technischen Unterstands gemäß einem der Ansprüche 1 bis 13, gekennzeichnet durch folgende Schritte:a) Erhitzen der Schaumstoffplatte (30) auf eine Temperatur, bei der sich die Platte wärmeformen läßt,b) Einfügen der Schaumstoffplatte (30) in eine Form (31) zum Wärmeformen,c) Krümmen der Schaumstoffplatte (30) gemäß dem Profil der Form (31) unter der Einwirkung eines Drucks auf die obere Fläche der Platte (30) und eines Vakuums unter der unteren Fläche dieser Platte,d) Anbringen der wärmegeformten Schaumstoffplatte (30) zwischen zwei Blechen (40, 41), wobei eines der Bleche eine Sperrholzplatte (42) verdeckt, und die beiden neben der Holzplatte (42) liegenden Flächen des anderen Blechs mit einer Schicht Klebstoff überzogen sind,e) Einlegen der wie oben beschrieben gebildeten Einheit in eine Form (43) und Pressen der Einheit in diese Form (43).
- Verfahren gemäß dem Anspruch 14, gekennzeichnet dadurch, daß man Anschläge (44) auf der Form (43) vorsieht, um das Zusammendrücken der Einheit zu beschränken.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9103608A FR2674561B1 (fr) | 1991-03-26 | 1991-03-26 | Abri technique mobile. |
FR9103608 | 1991-03-26 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0506502A1 EP0506502A1 (de) | 1992-09-30 |
EP0506502B1 true EP0506502B1 (de) | 1996-03-20 |
Family
ID=9411100
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19920400621 Expired - Lifetime EP0506502B1 (de) | 1991-03-26 | 1992-03-10 | Transportabler Schutzraum |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0506502B1 (de) |
DE (1) | DE69209117T2 (de) |
FR (1) | FR2674561B1 (de) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10345914A1 (de) * | 2003-09-26 | 2005-05-12 | Ulf Deisenroth | Modulares Schutzraumsystem, insbesondere zum Transport von Personen und/oder Gegenständen |
US7856762B2 (en) | 2003-09-26 | 2010-12-28 | Ulf Deisenroth | Modular shelter system, particularly for transport of persons and/or objects |
US10480186B2 (en) | 2015-12-28 | 2019-11-19 | Concept Bio-Securite Inc. | Cleanroom panel system |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5580636A (en) * | 1993-09-17 | 1996-12-03 | Alusutsse-Lonza Services Ltd. | Welded composite panels |
FR2745024B1 (fr) * | 1996-02-19 | 1998-06-26 | Giat Ind Sa | Abri technique mobile allege |
SE506587C2 (sv) * | 1996-05-17 | 1998-01-19 | Goeran Nilsson | Huskonstruktion samt byggelement och förfarande för uppbyggnad av en dylik huskonstruktion |
FR2750154B1 (fr) * | 1996-06-20 | 1998-07-31 | Giat Ind Sa | Procede de fabrication d'un abri technique mobile |
GB2345069A (en) * | 1998-12-18 | 2000-06-28 | Jocelyn Skottowe | Armoured modular structure assembled from kit of parts |
SE0000829L (sv) * | 2000-03-13 | 2001-08-20 | Jaco Fabriks Ab | Flexibel och monterbar byggnad |
DE102008035937A1 (de) * | 2008-07-31 | 2010-02-11 | Zoder, Hermann J. | Transportables Haus aus Modulelementen |
DE102012011187A1 (de) | 2012-06-06 | 2013-12-12 | Rainer Daniel | Mobiler Schutzraum |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1543967A (fr) * | 1900-01-01 | Ind D Soule Ets | Bâtiment préfabriqué sans charpente | |
US3123186A (en) * | 1964-03-03 | Figure | ||
US3946528A (en) * | 1973-10-05 | 1976-03-30 | B. & J. Jacobs Co., Inc. | Insulated building panels and structure constructed therewith |
US4125972A (en) * | 1976-09-08 | 1978-11-21 | Pate Paul E | Monocoque cell |
SE8501745D0 (sv) * | 1985-04-10 | 1985-04-10 | Bertil Eriksson | Byggnadskonstruktion samt forfarande for astadkommande derav |
-
1991
- 1991-03-26 FR FR9103608A patent/FR2674561B1/fr not_active Expired - Fee Related
-
1992
- 1992-03-10 DE DE1992609117 patent/DE69209117T2/de not_active Expired - Fee Related
- 1992-03-10 EP EP19920400621 patent/EP0506502B1/de not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10345914A1 (de) * | 2003-09-26 | 2005-05-12 | Ulf Deisenroth | Modulares Schutzraumsystem, insbesondere zum Transport von Personen und/oder Gegenständen |
DE10345914B4 (de) * | 2003-09-26 | 2006-05-18 | Ulf Deisenroth | Modulares Schutzraumsystem, insbesondere zum Transport von Personen und/oder Gegenständen |
US7856762B2 (en) | 2003-09-26 | 2010-12-28 | Ulf Deisenroth | Modular shelter system, particularly for transport of persons and/or objects |
US10480186B2 (en) | 2015-12-28 | 2019-11-19 | Concept Bio-Securite Inc. | Cleanroom panel system |
Also Published As
Publication number | Publication date |
---|---|
FR2674561B1 (fr) | 1993-06-04 |
FR2674561A1 (fr) | 1992-10-02 |
DE69209117D1 (de) | 1996-04-25 |
EP0506502A1 (de) | 1992-09-30 |
DE69209117T2 (de) | 1996-08-22 |
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Legal Events
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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 |
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AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): BE CH DE FR GB IT LI NL |
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17P | Request for examination filed |
Effective date: 19921023 |
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