EP0199392B1 - Container - Google Patents
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- Publication number
- EP0199392B1 EP0199392B1 EP86200470A EP86200470A EP0199392B1 EP 0199392 B1 EP0199392 B1 EP 0199392B1 EP 86200470 A EP86200470 A EP 86200470A EP 86200470 A EP86200470 A EP 86200470A EP 0199392 B1 EP0199392 B1 EP 0199392B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- container
- elements
- framing
- corner
- wall elements
- 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
- 238000009432 framing Methods 0.000 claims description 25
- 238000010276 construction Methods 0.000 claims description 3
- 229920002994 synthetic fiber Polymers 0.000 claims 1
- 230000000694 effects Effects 0.000 description 5
- 230000007613 environmental effect Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 230000035882 stress Effects 0.000 description 5
- 229910000746 Structural steel Inorganic materials 0.000 description 4
- 238000004026 adhesive bonding Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 230000032683 aging Effects 0.000 description 3
- 230000006355 external stress Effects 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 230000000717 retained effect Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 230000006837 decompression Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 210000004177 elastic tissue Anatomy 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
-
- 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D88/00—Large containers
- B65D88/02—Large containers rigid
- B65D88/12—Large containers rigid specially adapted for transport
-
- 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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/46—Rod end to transverse side of member
- Y10T403/4602—Corner joint
Definitions
- the present invention relates to a container, to be used in particular as a building element, having the features described in the preamble of claim 1.
- Such containers which comprise a support frame formed from one-piece beams, connecting the corners of the container.
- the wall elements, in the form of panels, are fixed to this frame, so as to fill the gaps left between the beams (see for example British patents no. 647,965, 347,177 and 1,603,613 and FR-A 2 455 135).
- the great disadvantage of such container-shaped construction elements is that the chassis must take up all the stresses acting on the container on its own and that, consequently, it must be designed in a very resistant and therefore very heavy form.
- the panels are made of a material different from that of the chassis, problems of differences in expansion coefficient arise.
- Containers without chassis are also known in which the stresses to which the container is subjected are absorbed directly in all of the panels. They have the advantage of a lower weight and an absence of the disadvantages due to the difference in expansion coefficient between different materials. These containers are formed only of wall elements assembled by gluing. Associated with this method of assembly is the drawback of aging adhesives.
- the container which is intended in particular to form a building element, must have strong and rigid walls because they will be subjected to many stresses, in particular the attachment of heavy equipment on the internal faces of the container. Under these conditions, it becomes very difficult to produce a container which meets both these requirements and those of transport. Indeed, the lifting of containers formed of heavy wall elements, assembled only by gluing, becomes very problematic in terms of the resistance of the materials used for the panels and for the fixing of the hooking elements.
- the present invention aims to provide a container, which does not have the drawbacks mentioned and is easily transportable.
- the framing elements can, in certain embodiments, only serve to prevent disassembly of the wall elements towards the outside and they do not undergo the external stressing forces, necessary for example for lifting or container transport. These forces are transmitted directly into the wall elements, enclosed in the frame formed by the framing elements. It is therefore possible to provide relatively light framing elements in the form of angles and these may not even be glued to the wall elements.
- This embodiment therefore makes it possible to develop perfectly sealed containers under critical conditions and to serve as construction elements, the wall elements of which are relatively rigid and heavy in themselves, without adding to this weight a massive and extremely heavy as in the prior art, which allows them to be transported easily.
- Figure 1 is shown in perspective a container 1 of parallelepiped shape, therefore having six faces which show schematically the wall elements forming the container body.
- These wall elements are assembled to one another using first known assembly means which oppose disassembly of the wall elements towards the interior of the container.
- These means generally consist of profiling the edges of the wall elements in steps which allows mutual interlocking of the wall elements (see for example the reference 49 in FIG. 4).
- These means do not, however, prevent disassembly of the wall elements towards the outside. It is therefore expected generally, according to the prior art, bonding of the wall elements together, which is insufficient due to the aging of the adhesives, this effect being accentuated in particular when the container is to serve as a building element and the wall elements are heavy in itself.
- a support frame which is very heavy per se, which not only supports the wall elements but serves to prevent disassembly of the wall elements.
- it fulfills this second role very unsatisfactorily, in particular in critical environmental conditions, and in addition it even causes degradation of the assembly formed given the difference in coefficient of expansion existing between it. and the elements of the wall, when made of different materials.
- the elements 2 to 13 shown diagrammatically in FIG. 1 are second means of assembling the wall elements which, in the illustrated embodiment, each connect two corners of the container and exert an elastic force, rendered diagrammatically by the spiral element 14, which has the effect of pulling towards one of the abovementioned corners, (for example the corner 15 in FIG. 1) a rigid element (for example 16 in FIG. 1) connected to the other of the said corners (for example 17 in Figure 1).
- This elastic force on the rigid element 16 is represented by the arrow.
- there is provided on each edge of the parallelepiped container such a second assembly means. It should be noted that it is not absolutely necessary, that there are on each edge of the container.
- FIG. 2 one can see a concrete embodiment of the second assembly means, in which the latter is formed of a framing element 18 which is arranged between the two corners of the container, which, in this example of embodiment, are provided with corner elements 19 known per se. These elements are used to apply an external force to the container, for example when the latter has to be lifted or transported on a platform of a boat or trailer.
- the corner element 19 is provided with plates 20 (FIG. 2) and respectively 20 ′ (FIG. 3) welded to the latter, and arranged so as to cover the corner of the side wall element 21 (FIG. 2) and respectively of the bottom wall element of the container, not shown in FIG. 3. These plates are fixed to the wall element for example by means of anchoring means known per se 22.
- the corner element 19 is therefore, in this embodiment, anchored directly in the wall element 21 and when it is subjected to an external force, this is transmitted directly to the wall element 21.
- the latter is provided in a resistant and rigid form to be able to respond to these external stresses as well as to be able to undergo stresses coming from inside the container, for example when heavy equipment is attached to this wall element.
- the framing element 18 is formed, in the embodiment illustrated in FIGS. 2 to 4, of an L-shaped angle iron, the wings 23 and 24 of which surround the edge of the container and which consists of two parts 25 and 26 mutually separated by an axial distance 27, in the assembled state of the container, under normal environmental conditions.
- a prestressed elastic element which comprises a cylinder made of rigid material 29 also formed of two parts 30 and 31, one of which 30 is integrally connected to the angle part 25, for example by welding. at 32, (see FIG. 3) or at 32 '(see FIG. 4), and the other 31 of which is integrally connected to the angle section 26, directly or via the corner element 19, for example by welding the latter at 33, and a prestressed coil spring 34.
- These two cylinder parts 30 and 31 are separated by an axial distance 44 at least equal to the distance 27.
- annular element 35 In the cavity of the cylinder part 30 is arranged an annular element 35 having a threaded bore 36, coaxial with the cylinder 29.
- This annular element 35 is arranged inside the cylinder part 30 so that a reciprocal sliding between them be possible.
- the threaded bore 36 cooperates with the threaded end 37 of a tension screw 38.
- This passes through a perforation 39 provided in one side of the corner element 19, opposite the cylinder 29 and it passes axially through the cavity of the latter, being threaded only at its end 37 opposite the head 40 of the tensioning screw 38.
- the head 40 is wider than the perforation 39 and consequently retains the annular element 35 at an adjustable distance from the part angle 26, if a force tending to separate the parts of angles 25 and 26 were to be applied.
- annular sleeve 42 At the end of the cylinder part 30 is fixedly connected, for example by welding at 41, an annular sleeve 42 whose axial bore 43 allows the passage of the unthreaded part of the tensioning screw 38.
- the end of this sleeve projects axially out of the cylinder part 30 and its outside diameter is provided to allow it to penetrate into the cylinder part 31 in a manner ensuring the possibility of a reciprocal sliding between these two parts.
- the protruding part of the sleeve 42 has a length greater than the axial distance 44 which separates the two cylinder parts 30 and 31 and a length sufficient to be located at an axial distance 45 from the corner element 19, which is equal at the axial distance 27.
- the spring 34 is arranged in the cylinder part 30 so as to bear, on the one hand, on the annular element 35 retained by the tensioning screw 38 at an adjustable distance from the cylinder part 31 and, on the other hand part, on the annular sleeve 42 fixed on the cylinder part 30.
- This annular element 35 and this annular bush 42 therefore serve as stops for the spring 34.
- the metal angle expands more than the wall element.
- This difference in expansion is absorbed by the elastic element described above.
- the long part 25 of the angle iron 18 approaches the short part 26, driving towards the corner element 19 the cylinder part 30 and the stop 42.
- the spacing between the stop 35 and the stop 42 s enlarging, the spring 34 relaxes; it thus absorbs the above-mentioned difference in expansion, while avoiding any risk of buckling of the angle iron, and it allows the framing elements to continue to enclose the wall elements, the expansion of which has been less.
- the cylinder part 30 is advantageously closed at its end opposite to the corner element 19 by a cover 46 in order to avoid fouling of the mechanism and an orifice 47 may possibly be provided in this cover 46 to allow decompression when the volume between the cover 46 and the stop 35 changes.
- the tensioning screw 38 can be screwed in by a screwing tool inserted for example through a passage 48, provided in the axial extension of the tensioning screw, in one of the sides of the corner element 19.
- the corner elements are anchored directly in the wall elements which are subjected to external stresses.
- the corner elements are simply glued or even only applied against the wall elements.
- they are integrally connected to the framing elements which are glued to them or even only applied to the wall elements and enclose the box formed by the wall elements thanks to the prestressed elastic elements with which they are provided.
- the elastic force of the elastic element is calculated not only as a function of the difference in coefficient of expansion existing between the frame and the container body, but also as a function of any tensile force which could be transmitted to the framing element via the corner element, of which it is integral.
- one or more stops must be provided in an appropriate manner to then transmit the stressing force directly to the structure. The resistance of these stops is then calculated according to the stresses to which the container risks being subjected.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Mechanical Engineering (AREA)
- Rigid Containers With Two Or More Constituent Elements (AREA)
- Glass Compositions (AREA)
- Finishing Walls (AREA)
- Buffer Packaging (AREA)
- Devices For Use In Laboratory Experiments (AREA)
- Thermally Insulated Containers For Foods (AREA)
- Catching Or Destruction (AREA)
- Table Devices Or Equipment (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
- Battery Mounting, Suspending (AREA)
- Connection Or Junction Boxes (AREA)
Abstract
Description
La présente invention concerne un conteneur, à utiliser notamment comme élément de construction, présentant les particularités décrites dans le préambule de la revendication 1.The present invention relates to a container, to be used in particular as a building element, having the features described in the preamble of claim 1.
On connaît de tels conteneurs qui comprennent un châssis de support formé de poutres d'une pièce, reliant les coins du conteneur. Les éléments de paroi, en forme de panneaux, sont fixés à ce châssis, de façon à remplir les vides laissés entre les poutres (v. par exemple les brevets britanniques no 647 965, 347 177 et 1 603 613 et la FR-A 2 455 135). Le grand inconvénient de tels éléments de construction en forme de conteneurs est que le châssis doit reprendre seul toutes les sollicitations agissant sur le conteneur et que, par conséquent, il doit être conçu sous une forme très résistante et donc très lourde. De plus, lorsque les panneaux sont en une matière différente de celle du châssis, des problèmes de différences de coefficient de dilatation surgissent. A cause de la différence de coefficient de dilatation susdite, dans des conditions de milieu critiques, par exemple lors de variations rapides et fortes de température, des jeux peuvent se former entre les éléments de paroi et le châssis avec les défauts d'étanchéité qui en résultent. Par ailleurs, des ruptures ou des déformations permanentes dans les éléments de paroi peuvent rapidement être provoquées à la suite de cette différence de coefficient de dilatation.Such containers are known which comprise a support frame formed from one-piece beams, connecting the corners of the container. The wall elements, in the form of panels, are fixed to this frame, so as to fill the gaps left between the beams (see for example British patents no. 647,965, 347,177 and 1,603,613 and FR-A 2 455 135). The great disadvantage of such container-shaped construction elements is that the chassis must take up all the stresses acting on the container on its own and that, consequently, it must be designed in a very resistant and therefore very heavy form. In addition, when the panels are made of a material different from that of the chassis, problems of differences in expansion coefficient arise. Because of the above-mentioned difference in expansion coefficient, under critical environmental conditions, for example during rapid and strong temperature variations, clearances may form between the wall elements and the frame with the sealing defects which result therefrom. result. Furthermore, permanent ruptures or deformations in the wall elements can quickly be caused as a result of this difference in expansion coefficient.
On connaît également des conteneurs sans châssis dans lesquels les sollicitations, auxquelles le conteneur est soumis, sont absorbées directement dans l'ensemble des panneaux. Ils présentent l'avantage d'un moindre poids et d'une absence des inconvénients dus à la différence de coefficient de dilatation entre matériaux différents. Ces conteneurs sont formés uniquement d'éléments de paroi assemblés par collage. A ce mode d'assemblage est associé l'inconvénient du vieillissement des colles. De plus, le conteneur, qui est prévu notamment pour former un élément de construction, doit posséder des parois résistantes et rigides car elles vont subir de nombreuses sollicitations, notamment l'accrochage d'appareillages lourds sur les faces internes du conteneur. Il devient très difficile dans ces conditions de réaliser un conteneur qui réponde à la fois à ces exigences et à celles du transport. En effet, le soulèvement de conteneurs formés d'éléments de paroi lourds, assemblés uniquement par collage, devient très problématique au niveau de la résistance des matériaux utilisés pour les panneaux et pour la fixation des éléments d'accrochage.Containers without chassis are also known in which the stresses to which the container is subjected are absorbed directly in all of the panels. They have the advantage of a lower weight and an absence of the disadvantages due to the difference in expansion coefficient between different materials. These containers are formed only of wall elements assembled by gluing. Associated with this method of assembly is the drawback of aging adhesives. In addition, the container, which is intended in particular to form a building element, must have strong and rigid walls because they will be subjected to many stresses, in particular the attachment of heavy equipment on the internal faces of the container. Under these conditions, it becomes very difficult to produce a container which meets both these requirements and those of transport. Indeed, the lifting of containers formed of heavy wall elements, assembled only by gluing, becomes very problematic in terms of the resistance of the materials used for the panels and for the fixing of the hooking elements.
On connaît aussi un bâtiment sans châssis, à panneaux articulés et maintenus sous tension par des câbles tendeurs (v. AU-B 458 996).There is also a building without a frame, with hinged panels and kept under tension by tensioning cables (see AU-B 458 996).
La présente invention a pour but de prévoir un conteneur, qui ne présente pas les inconvénients cités et soit aisément transportable.The present invention aims to provide a container, which does not have the drawbacks mentioned and is easily transportable.
On résout ces problèmes, suivant l'invention, par un conteneur tel que décrit au début et présentant les particularités indiquées dans la partie caractéri- sante de la revendication 1.These problems are solved, according to the invention, by a container as described at the start and having the features indicated in the characterizing part of claim 1.
D'autres formes de réalisation avantageuses de conteneur suivant l'invention ressortent des revendications 2 à 11.Other advantageous embodiments of container according to the invention appear from claims 2 to 11.
On s'est aperçu qu'à l'aide des formes de réalisation suivant l'invention on pouvait réaliser des conteneurs qui non seulement soient étanches dans les conditions de milieu les plus critiques et après une période de vieillissement prolongée, mais en plus présentent de manière surprenante un poids extrêmement faible par rapport aux conteneurs connus pour une résistance mécanique améliorée. En effet, les éléments d'encadrement peuvent, dans certaines formes de réalisation, ne servir qu'à empêcher un désassemblage des éléments de paroi vers l'extérieur et ils ne subissent pas les forces de sollicitation extérieures, nécessaires par exemple pour le soulèvement ou le transport du conteneur. Ces forces sont transmises directement dans les éléments de paroi, enserrés dans le cadre formé par les éléments d'encadrement. On peut donc prévoir des éléments d'encadrement relativement légers en forme de cornières et celles-ci peuvent même ne pas être collées sur les éléments de paroi. Cette forme de réalisation permet donc la mise au point de conteneurs parfaitement étanches dans des conditions critiques et devant servir d'éléments de construction, dont les éléments de paroi sont relativement rigides et pesants en soi, sans ajouter à ce poids un châssis massif et extrêmement pesant comme dans la technique antérieure, ce qui permet leur transport de manière aisée.It has been found that with the aid of the embodiments according to the invention it is possible to produce containers which not only are leaktight under the most critical environmental conditions and after a prolonged aging period, but also have surprisingly an extremely low weight compared to known containers for improved mechanical strength. Indeed, the framing elements can, in certain embodiments, only serve to prevent disassembly of the wall elements towards the outside and they do not undergo the external stressing forces, necessary for example for lifting or container transport. These forces are transmitted directly into the wall elements, enclosed in the frame formed by the framing elements. It is therefore possible to provide relatively light framing elements in the form of angles and these may not even be glued to the wall elements. This embodiment therefore makes it possible to develop perfectly sealed containers under critical conditions and to serve as construction elements, the wall elements of which are relatively rigid and heavy in themselves, without adding to this weight a massive and extremely heavy as in the prior art, which allows them to be transported easily.
D'autres détails et particularités de l'invention ressortiront de la description donnée ci-après à titre non limitatif et avec référence aux dessins annexés.
- La figure 1 représente une vue en perspective schématique d'une forme de réalisation de conteneur suivant l'invention.
- La figure 2 représente une vue partielle, en élévation et de profil, d'une forme de réalisation d'élément d'encadrement suivant l'invention.
- La figure 3 représente, à l'échelle agrandie, une vue en coupe suivant la ligne III-III de la figure 2.
- La figure 4 représente une vue en coupe suivant la ligne IV-IV de la figure 3, dans laquelle la vis de tension et le ressort ont été enlevés.
- Figure 1 shows a schematic perspective view of an embodiment of container according to the invention.
- FIG. 2 represents a partial view, in elevation and in profile, of an embodiment of a framing element according to the invention.
- FIG. 3 represents, on an enlarged scale, a sectional view along line III-III of FIG. 2.
- 4 shows a sectional view along the line IV-IV of Figure 3, in which the tension screw and the spring have been removed.
Sur les différents dessins, les éléments identiques ou analogues sont désignés par les mêmes références.In the various drawings, identical or analogous elements are designated by the same references.
Sur la figure 1 est représenté en perspective un conteneur 1 de forme parallélépipédique, présentant donc six faces qui schématisent les éléments de paroi formant la caisse du conteneur. Ces éléments de paroi sont assemblés l'un à l'autre à l'aide-de premiers moyens d'assemblage connus qui s'opposent à un désassemblage des éléments de paroi vers l'intérieur du conteneur. Ces moyens consistent généralement en un profilage des tranches des éléments de paroi en gradins qui permet un emboîtement mutuel des éléments de paroi (v. par exemple la référence 49 sur la figure 4). Ces moyens n'empêchent toutefois pas un désassemblage des éléments de paroi vers l'extérieur. On prévoit par conséquent généralement, selon la technique antérieure, un collage des éléments de paroi entre eux, ce qui est insuffisant à cause du vieillissement des colles, cet effet étant accentué notamment lorsque le conteneur doit servir d'élément de construction et que les éléments de paroi sont lourds en soi. Comme décrit précédemment, on prévoit alors également selon la technique antérieure un châssis de support très lourd en soi qui non seulement supporte les éléments de paroi mais sert à empêcher un désassemblage des éléments de paroi. Comme on l'a vu, il remplit toutefois de façon très insatisfaisante ce second rôle, notamment dans des conditions de milieu critiques, et en plus il entraîne même une dégradation de l'assemblage formé étant donné la différence de coefficient de dilatation existant entre lui et les éléments de la paroi, lorsqu'ils sont faits de matériaux différents.In Figure 1 is shown in perspective a container 1 of parallelepiped shape, therefore having six faces which show schematically the wall elements forming the container body. These wall elements are assembled to one another using first known assembly means which oppose disassembly of the wall elements towards the interior of the container. These means generally consist of profiling the edges of the wall elements in steps which allows mutual interlocking of the wall elements (see for example the
Les éléments 2 à 13 représentés de manière schématique sur la figure 1 sont des deuxièmes moyens d'assemblage des éléments de paroi qui, dans l'exemple de réalisation illustré, relient chacun deux coins du conteneur et exercent une force élastique, rendue de manière schématique par l'élément spiralé 14, qui a pour effet de tirer vers l'un des coins susdits, (par exemple le coin 15 sur la figure 1) un élément rigide (par exemple 16 sur la figure 1) relié à l'autre des coins susdits (par exemple 17 sur la figure 1). Cette force élastique sur l'élément rigide 16 est représentée par la flèche. Comme on peut le voir, il est prévu sur chaque arête du conteneur parallélépipédique un tel deuxième moyen d'assemblage. Il faut noter qu'il n'est pas absolument nécessaire, qu'il y en ait sur chaque arête du conteneur. On peut aussi prévoir sur une ou plusieurs arêtes du conteneur plusieurs deuxièmes moyens d'assemblage, tels que ceux désignés par les références 60 et 61 sur la figure 1.The elements 2 to 13 shown diagrammatically in FIG. 1 are second means of assembling the wall elements which, in the illustrated embodiment, each connect two corners of the container and exert an elastic force, rendered diagrammatically by the
Sur la figure 2, on peut voir une forme de réalisation concrète de deuxième moyen d'assemblage, dans laquelle ce dernier est formé d'un élément d'encadrement 18 qui est agencé entre les deux coins du conteneur, qui, dans cet exemple de réalisation, sont pourvus d'éléments de coin 19 connus en soi. Ces éléments servent à l'application d'une force extérieure au conteneur, par exemple lorsqu'il faut soulever ce dernier ou transporter ce dernier sur une plate-forme de bateau ou de remorque.In FIG. 2, one can see a concrete embodiment of the second assembly means, in which the latter is formed of a framing
Dans cet exemple de réalisation, l'élément de coin 19 est pourvu de plaques 20 (figure 2) et respectivement 20' (figure 3) soudées à ce dernier, et agencées de manière à recouvrir le coin de l'élément de paroi latéral 21 (figure 2) et respectivement de l'élément de paroi de fond du conteneur, non représenté sur la figure 3. Ces plaques sont fixées à l'élément de paroi par exemple par l'intermédiaire de moyens d'ancrage connus en soi 22. L'élément de coin 19 est donc, dans cet exemple de réalisation, ancré directement dans l'élément de paroi 21 et lorsqu'il subit une force extérieure, celle-ci est transmise directement à l'élément de paroi 21. Ce dernier est prévu sous une forme résistante et rigide pour pourvoir répondre à ces sollicitations extérieures ainsi que pour pouvoir subir des sollicitations venues de l'intérieur du conteneur, par exemple lorsque l'on accroche des appareillages lourds à cet élément de paroi.In this exemplary embodiment, the
L'élément d'encadrement 18 est formé, dans l'exemple de réalisation illustré sur les figures 2 à 4, d'une cornière en forme de L, dont les ailes 23 et 24 enveloppent l'arête du conteneur et qui est constituée de deux parties 25 et 26 mutuellement séparées d'une distance axiale 27, à l'état d'assemblage du conteneur, dans des conditions de milieu normales.The framing
Ces deux parties de cornière 25 et 26 sont chacune reliées de manière fixe à un élément de coin, par exemple par soudage. Seule la fixation 28 entre la partie de cornière 26 et l'élément de coin 19 est représentée sur la figure 3.These two
Entre ces deux parties de cornière est agencé un élément élastique précontraint qui comprend un cylindre en matière rigide 29 formé également de deux parties 30 et 31, dont l'une 30 est reliée de manière solidaire à la partie de cornière 25, par exemple par soudage en 32, (v. figure 3) ou en 32' (v. figure 4), et dont l'autre 31 est reliée de manière solidaire à la partie de cornière 26, directement ou par l'intermédiaire de l'élément de coin 19, par exemple par soudage sur ce dernier en 33, et un ressort à boudin précontraint 34. Ces deux parties de cylindre 30 et 31 sont séparées par une distance axiale 44 au moins égale à la distance 27.Between these two parts of the angle iron is arranged a prestressed elastic element which comprises a cylinder made of
Dans la cavité de la partie de cylindre 30 est agencé un élément annulaire 35 présentant un alésage taraudé 36, coaxial au cylindre 29. Cet élément annulaire 35 est agencé à l'intérieur de la partie de cylindre 30 de manière qu'un coulissement réciproque entre eux soit possible. L'alésage taraudé 36 coopère avec l'extrémité filetée 37 d'une vis de tension 38. Celle-ci traverse une perforation 39 prévue dans un côté de l'élément de coin 19, en face du cylindre 29 et elle traverse axialement la cavité de ce dernier, en étant filetée uniquement à son extrémité 37 opposée à la tête 40 de la vis de tension 38. La tête 40 est plus large que la perforation 39 et retient par conséquent l'élément annulaire 35 à une distance ajustable de la partie de cornière 26, si une force tendant à écarter les parties de cornières 25 et 26 venait à être appliquée.In the cavity of the
A l'extrémité de la partie de cylindre 30 est reliée de manière fixe, par exemple par soudage en 41, une douille annulaire 42 dont l'alésage axial 43 permet le passage de la partie non filetée de la vis de tension 38. L'extrémité de cette douille fait saillie axialement hors de la partie de cylindre 30 et son diamètre extérieur est prévu pour lui permettre de pénétrer dans la partie de cylindre 31 d'une manière assurant la possibilité d'un coulissement réciproque entre ces deux pièces. La partie en saillie de la douille 42 a une longueur supérieure à la distance axiale 44 qui sépare les deux parties de cylindre 30 et 31 et une longueur suffisante pour être située à une distance axiale 45 de l'élément de coin 19, qui est égale à la distance axiale 27.At the end of the
Le ressort 34 est agencé dans la partie de cylindre 30 de façon à prendre appui, d'une part, sur l'élément annulaire 35 retenu par la vis de tension 38 à une distance ajustable de la partie de cylindre 31 et, d'autre part, sur la douille annulaire 42 fixée sur la partie de cylindre 30. Cet élément annulaire 35 et cette douille annulaire 42 servent donc de butées au ressort 34.The
Sur la figure 3, dans la moitié supérieure du cylindre, le ressort 34 est représenté, en position d'assemblage du conteneur et dans des conditions de milieu normales, mais avant qu'une précontrainte ne lui soit imposée. Il est donc à l'état de repos. Avantageusement, la vis de tension 38 est alors vissée de manière à rapprocher la butée 35 de l'élément de coin 19, ce qui a pour effet de comprimer les spires du ressort 34 l'une contre l'autre, ainsi qu'il ressort de la moitié inférieure de la figure 3.In FIG. 3, in the upper half of the cylinder, the
Dans cette dernière position du ressort, ce dernier soumet les parties de cornière 25 et 26 à une précontrainte à la traction. En condition de milieu normale, le ressort n'est pas capable de rapprocher les parties de cornière, malgré la précontrainte, parce que celles-ci sont retenues par leur élément de coin respectif à une distance imposée par les dimensions des éléments de paroi. Toutefois, dans cette position, les éléments de paroi subissent la tension des parties de cornière qui tendent donc à les rapprocher et empêchent ainsi un désassemblage vers l'extérieur des éléments de paroi. Il faut noter que, pour exercer cet effet, les cornières n'ont plus nécessairement besoin d'être reliées aux éléments de paroi par collage. On pourrait même envisager de ne plus relier les éléments de paroi par collage entre eux. L'ensemble tient sous l'effet du système élastique imposé par les éléments d'encadrement légers du conteneur suivant l'invention.In this last position of the spring, the latter subjects the
De plus, en case de condition de milieu critique, par exemple lorsque de fortes variations de chaleur ont lieu entre le jour et la nuit, la cornière métallique se dilate davantage que l'élément de paroi. Cette différence de dilatation est absorbée par l'élément élastique décrit ci-dessus. En effet, la partie longue 25 de la cornière 18 se rapproche de la partie courte 26, en entraînant vers l'élément de coin 19 la partie de cylindre 30 et la butée 42. L'écartement entre la butée 35 et la butée 42 s'agrandissant, le ressort 34 se détend; il absorbe ainsi la différence de dilatation susdite, tout en évitant tout risque de flambage de la cornière, et il permet que les éléments d'encadrement continuent d'enserrer les éléments de paroi, dont la dilatation a été moins grande.In addition, in the case of a critical environment condition, for example when strong variations in heat take place between day and night, the metal angle expands more than the wall element. This difference in expansion is absorbed by the elastic element described above. Indeed, the
La partie de cylindre 30 est avantageusement fermée à son extrémité opposée à l'élément de coin 19 par un couvercle 46 afin d'éviter l'encrassement du mécanisme et un orifice 47 peut éventuellement être prévu dans ce couvercle 46 pour permettre la décompression lorsque le volume compris entre le couvercle 46 et la butée 35 se modifie.The
Le vissage de la vis de tension 38 peut être effectué par un outil de vissage introduit par exemple par un passage 48, prévu dans le prolongement axial de la vis de tension, dans un des côtés de l'élément de coin 19.The
Comme on l'a dit précédemment, dans l'exemple de réalisation illustré sur les figures 2 à 4, les éléments de coin sont ancrés directement dans les éléments de paroi qui subissent les sollicitations extérieures. Toutefois, on pourrait aussi envisager que les éléments de coin soient simplement collés ou même uniquement appliqués contre les éléments de paroi. Dans ce cas, ils sont reliés de manière solidaire aux éléments d'encadrement qui eux sont collés ou même uniquement appliqués sur les éléments de paroi et enserrent le caisson formé par les éléments de paroi grâce aux éléments élastiques précontraints dont ils sont pourvus.As mentioned above, in the exemplary embodiment illustrated in FIGS. 2 to 4, the corner elements are anchored directly in the wall elements which are subjected to external stresses. However, it could also be envisaged that the corner elements are simply glued or even only applied against the wall elements. In this case, they are integrally connected to the framing elements which are glued to them or even only applied to the wall elements and enclose the box formed by the wall elements thanks to the prestressed elastic elements with which they are provided.
Toutefois, dans ce cas, lorsqu'une sollicitation extérieure est appliquée aux éléments de coin, celle-ci est transmise, non plus aux éléments de paroi, mais aux éléments d'encadrement. Il est donc nécessaire qu'alors la force élastique de l'élément élastique soit calculée non seulement en fonction de la différence de coefficient de dilatation existant entre l'encadrement et le caisson du conteneur, mais aussi en fonction de toute force de traction qui pourrait être transmise à l'élément d'encadrement par l'intermédiaire de l'élément de coin, dont il est solidaire.However, in this case, when an external stress is applied to the corner elements, this is transmitted, no longer to the wall elements, but to the framing elements. It is therefore necessary that then the elastic force of the elastic element is calculated not only as a function of the difference in coefficient of expansion existing between the frame and the container body, but also as a function of any tensile force which could be transmitted to the framing element via the corner element, of which it is integral.
Il doit être entendu que la présente invention n'est en aucune façon limitée aux formes de réalisation décrites ci-dessus et que bien des modifications peuvent y être apportées sans sortir du cadre du présent brevet, la protection étant déterminée par la teneur des revendications.It should be understood that the present invention is in no way limited to the embodiments described above and that many modifications can be made thereto without departing from the scope of this patent, protection being determined by the content of the claims.
On peut par exemple prévoir comme élément élastique non seulement un ressort à boudin ou en fibre élastique, mais aussi d'autres types de ressort, comme un ressort Belleville, ou même encore éventuellement un agencement de vérin hydraulique ou pneumatique.One can for example provide as elastic element not only a coil spring or elastic fiber, but also other types of spring, such as a Belleville spring, or even possibly an arrangement of hydraulic or pneumatic cylinder.
Si, dans la description et les exemples donnés, on a en particulier envisagé des variations thermiques vers des températures plus élevées que la normale, on peut aussi envisager un conteneur suivant l'invention approprié pour des variations thermiques vers des températures plus basses.If, in the description and the examples given, particular consideration has been given to thermal variations towards temperatures higher than normal, it is also possible to envisage a container according to the invention suitable for thermal variations towards lower temperatures.
De plus, il faut bien entendu prévoir que, lorsque le ressort est arrivé au maximum de sa résistance élastique, une ou des butées doivent être prévues de manière appropriée pour transmettre alors l'effort de sollicitation directement à la structure. La résistance de ces butées est alors calculée en fonction des sollicitations auxquelles le conteneur risque d'être soumis.In addition, it should of course be provided that, when the spring has reached its maximum elastic resistance, one or more stops must be provided in an appropriate manner to then transmit the stressing force directly to the structure. The resistance of these stops is then calculated according to the stresses to which the container risks being subjected.
Claims (11)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT86200470T ATE55794T1 (en) | 1985-04-17 | 1986-03-21 | CONTAINER. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
LU85855 | 1985-04-17 | ||
LU85855A LU85855A1 (en) | 1985-04-17 | 1985-04-17 | CONTAINER |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0199392A2 EP0199392A2 (en) | 1986-10-29 |
EP0199392A3 EP0199392A3 (en) | 1988-03-23 |
EP0199392B1 true EP0199392B1 (en) | 1990-08-22 |
Family
ID=19730442
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP86200470A Expired - Lifetime EP0199392B1 (en) | 1985-04-17 | 1986-03-21 | Container |
Country Status (15)
Country | Link |
---|---|
US (1) | US4835922A (en) |
EP (1) | EP0199392B1 (en) |
JP (1) | JPH0714746B2 (en) |
KR (1) | KR950009604B1 (en) |
CN (1) | CN1005331B (en) |
AT (1) | ATE55794T1 (en) |
BR (1) | BR8601704A (en) |
CA (1) | CA1302913C (en) |
DE (1) | DE3673547D1 (en) |
ES (1) | ES8701888A1 (en) |
IL (1) | IL78319A (en) |
LU (1) | LU85855A1 (en) |
TR (1) | TR27545A (en) |
ZA (1) | ZA862306B (en) |
ZW (1) | ZW7686A1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9121168B2 (en) * | 2010-01-06 | 2015-09-01 | Home Ec. | Modular housing |
Family Cites Families (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA775844A (en) * | 1968-01-16 | B. Phipps Ward | Walls of interlocked adhesively secured building blocks and sealing means therebetween | |
GB647965A (en) * | 1947-10-01 | 1950-12-28 | Peter Karl Nikolaus Sauer | Improvements in and relating to frame constructions for use in panelled and like structures |
GB825059A (en) * | 1956-03-10 | 1959-12-09 | Brockhouse Steel Structures Lt | Improvements relating to constructional frameworks |
FR1227745A (en) * | 1958-07-09 | 1960-08-24 | Assembly and fixing device of frame elements | |
US3152421A (en) * | 1958-11-17 | 1964-10-13 | Prescon Corp | Concrete building construction |
CH384824A (en) * | 1961-05-12 | 1965-02-26 | Koller Ernst | Wall, in particular separable partition in buildings |
US3269069A (en) * | 1962-12-10 | 1966-08-30 | Donald A Carlson | Prefabricated building construction |
US3203376A (en) * | 1963-12-30 | 1965-08-31 | Combustion Eng | Buckstay arrangement for furnace walls |
GB1347177A (en) * | 1971-04-09 | 1974-02-27 | Saipem Spa | Container accommodating arc-welding machines |
AU458996B2 (en) * | 1971-04-30 | 1975-02-26 | Hansjoachim Welz | Transportable prefabricated buildings |
US4145856A (en) * | 1976-10-12 | 1979-03-27 | Wise William D | Tolerance adjustment device |
GB1603613A (en) * | 1977-05-19 | 1981-11-25 | Stringer D | Grandstands |
AT359244B (en) * | 1978-11-23 | 1980-10-27 | Krems Huette Gmbh | SQUARE ROOM CELL |
FR2455135A1 (en) * | 1979-04-27 | 1980-11-21 | Fillod Const | Light prefabricated module frame-work - has multi purpose open metal girders fitting in identical floor and roof frames |
US4338756A (en) * | 1980-06-12 | 1982-07-13 | Thermacon Industries, Inc. | Panel and insulation system |
-
1985
- 1985-04-17 LU LU85855A patent/LU85855A1/en unknown
-
1986
- 1986-03-21 AT AT86200470T patent/ATE55794T1/en active
- 1986-03-21 DE DE8686200470T patent/DE3673547D1/en not_active Expired - Fee Related
- 1986-03-21 EP EP86200470A patent/EP0199392B1/en not_active Expired - Lifetime
- 1986-03-27 ZA ZA862306A patent/ZA862306B/en unknown
- 1986-03-28 IL IL7831986A patent/IL78319A/en unknown
- 1986-04-02 KR KR1019860002479A patent/KR950009604B1/en not_active Expired - Fee Related
- 1986-04-04 ZW ZW76/86A patent/ZW7686A1/en unknown
- 1986-04-08 ES ES553765A patent/ES8701888A1/en not_active Expired
- 1986-04-09 JP JP61080270A patent/JPH0714746B2/en not_active Expired - Lifetime
- 1986-04-09 CA CA000506234A patent/CA1302913C/en not_active Expired - Lifetime
- 1986-04-16 TR TR00216/86A patent/TR27545A/en unknown
- 1986-04-16 CN CN86102461.3A patent/CN1005331B/en not_active Expired
- 1986-04-16 BR BR8601704A patent/BR8601704A/en not_active IP Right Cessation
-
1987
- 1987-08-20 US US07/088,488 patent/US4835922A/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
IL78319A0 (en) | 1986-07-31 |
JPH0714746B2 (en) | 1995-02-22 |
ATE55794T1 (en) | 1990-09-15 |
EP0199392A3 (en) | 1988-03-23 |
ZW7686A1 (en) | 1986-10-15 |
EP0199392A2 (en) | 1986-10-29 |
TR27545A (en) | 1995-06-07 |
DE3673547D1 (en) | 1990-09-27 |
IL78319A (en) | 1994-08-26 |
CN1005331B (en) | 1989-10-04 |
CN86102461A (en) | 1986-10-15 |
ZA862306B (en) | 1986-11-26 |
CA1302913C (en) | 1992-06-09 |
KR950009604B1 (en) | 1995-08-25 |
LU85855A1 (en) | 1986-11-05 |
JPS61246442A (en) | 1986-11-01 |
ES8701888A1 (en) | 1986-12-01 |
KR860008077A (en) | 1986-11-12 |
US4835922A (en) | 1989-06-06 |
BR8601704A (en) | 1986-12-16 |
ES553765A0 (en) | 1986-12-01 |
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