EP0908570A1 - Construction à couverture souple dont au moins la toiture est constituée par une ossature métallique ou composite tridimensionnelle - Google Patents
Construction à couverture souple dont au moins la toiture est constituée par une ossature métallique ou composite tridimensionnelle Download PDFInfo
- Publication number
- EP0908570A1 EP0908570A1 EP97440095A EP97440095A EP0908570A1 EP 0908570 A1 EP0908570 A1 EP 0908570A1 EP 97440095 A EP97440095 A EP 97440095A EP 97440095 A EP97440095 A EP 97440095A EP 0908570 A1 EP0908570 A1 EP 0908570A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- profile
- construction according
- diagonals
- receiving
- crosspieces
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims description 44
- 239000002131 composite material Substances 0.000 title claims description 5
- 239000012528 membrane Substances 0.000 title 1
- 210000005069 ears Anatomy 0.000 claims description 12
- 239000004744 fabric Substances 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 4
- 229910052751 metal Inorganic materials 0.000 abstract description 6
- 239000011165 3D composite Substances 0.000 abstract description 3
- 239000002905 metal composite material Substances 0.000 abstract description 2
- 239000002184 metal Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 241000735470 Juncus Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000000475 sunscreen effect Effects 0.000 description 1
- 239000000516 sunscreening agent Substances 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
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/14—Suspended roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
- E04B7/10—Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
- E04B7/105—Grid-like structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
- E04H15/64—Tent or canopy cover fastenings
- E04H15/642—Tent or canopy cover fastenings with covers held by elongated fixing members locking in longitudinal recesses of a frame
- E04H15/644—Tent or canopy cover fastenings with covers held by elongated fixing members locking in longitudinal recesses of a frame the fixing members being a beading
Definitions
- the invention relates to a flexible cover construction, at least the part forming the roof is defined by a framework metallic or three-dimensional composite consisting of basic structure or a juxtaposition of several of these last of which each has at least two beams parallels connected by means of crosspieces and from which extend diagonals defining, as the case may be, two or more farms joined together by their top or one or a succession of pyramid-shaped modules in space internal bounded by such a basic structure being underpinned at least one soft cover, double kills curvature.
- a framework metallic or three-dimensional composite consisting of basic structure or a juxtaposition of several of these last of which each has at least two beams parallels connected by means of crosspieces and from which extend diagonals defining, as the case may be, two or more farms joined together by their top or one or a succession of pyramid-shaped modules in space internal bounded by such a basic structure being underpinned at least one soft cover, double kills curvature.
- this construction killer makes call for a metal frame consisting of an assembly of profiles coming to define, at least as regards the part forming the roof, a three-dimensional framework with the interior of which are one or more roofing elements made of flexible material, usually double curvature type.
- such a three-dimensional metal frame uses profiles metallic elementary dimension that we just connect the relative to each other using link nodes of so as to define basic modules, often in the form of pyramids. So many of these basic modules can be associated with each other, again using the nodes above to finally reach the size of the roof suitable for construction. It will be noted that very often these basic modules, often pyramid-shaped, are also connected to each other by their top.
- a basic module has two parallel beams, also connected to each other using sleepers. Relative to these beams extend diagonals that come to define, or a pyramidal shape, these diagonals coming to meet at the same node, or two or more farms connected by their top.
- the objective of the present invention consists in designing a construction comprising, in particular in its roof-forming part, a frame of the type three-dimensional whose assembly is not only easy because lacking often very expensive connecting nodes, but which, in addition, is able to receive, with great ease and reduced assembly time, double cover elements curvature intended to be underpinned at this framework.
- the present invention aims to provide a solution to the problem of modularity of constructions for use temporary.
- a structure base has a third spar parallel to the previous one from the summits, as the case may be, farms or pyramid-shaped modules defined by the diagonals.
- the means intended for reception with a view to fixing the ends of the diagonals and / or crosspieces at a profile defining a beam are presented in the form of ears attached to said profile or else in the form of a continuous or discontinuous wing added or coextruded.
- Such a profile is moreover preferably designed in aluminum alloy, knowing that it could also be designed in a composite material.
- this type of construction offers rental companies the opportunity to optimize their stock of equipment. Indeed, through a simple juxtaposition of several basic structures, we can definitive, reach all building dimensions desired whether in length or in width. In as a result, it gives them better rotation of their equipment.
- the present invention relates to a construction 1 of which at least the part forming roof 2 is defined by a metal or composite frame of three-dimensional type. In fact, it consists of a basic structure 4 or as shown in this Figure 1, a juxtaposition of several of these.
- a such basic structure 4 comprises at least two beams parallels 5, 6 between which and, ultimately, are intended to extend one or more double blankets curvature 7, these longitudinal members 5, 6 being, moreover, connected between them using sleepers 8.
- these longitudinal members 5, 6 are caused to extend from the diagonals 9, 9A, 9B, 9C which, in a configuration shown, FIG. 4, are brought to define at least two farms F1, F2 rendered united by their vertex S so as to constitute a module Me.
- such diagonals 9, 9A, 9B, 9C define, as shown in Figures 1 to 3, attached drawings, one or a succession of modules M, M1, M2, M3 pyramid-shaped.
- the two longitudinal members 5, 6 are each defined by a profile 10 of which Figures 5 and 6 show, in section, different modes of achievement.
- a profile 10 comprise at least a shooting groove 11A, 11B for receiving a rod 12 (shown in broken lines) from the two longitudinal edges 13, 14 of a flexible double cover curvature 7 intended to be subtended on this structure of base 4.
- such a profile 10 designing a beam 5, 6 is advantageously provided with means 15 for receiving, with a view to their attachment, the ends 16, 16A of the diagonals 9, 9A, 9B, 9C and / or crosspieces 8.
- two juxtaposed basic structures 4 come share the same spar for fixing one of the edges longitudinal 13, 14 of their double curvature cover 7 respective.
- such beam is also designed to be able to receive the diagonals corresponding to each of these basic structures 4, juxtaposed as well as, if necessary, the crosspieces 8 connecting the side members 5, 6 of each of the latter.
- such a profile 10 is advantageously designed to symmetrically about a vertical plane of symmetry 17 and consequently comprises two shooting grooves 11A, 11B for receiving the rod 12 fitted to the longitudinal edge respectively 13, 14 of the double curvature covers 7 corresponding, precisely, to two basic structures 4 juxtaposed.
- ears 30, 30A As for the means 15 intended for the reception of the ends 16 diagonals 9, 9A, 9B, 9C, or the corresponding 16A to a cross 8, they can appear as shown in Figures 6 and 7, in the form of ears 30, 30A reported, particularly equidistantly, on said profiled 10. Such ears 30, 30A come, of course, extend from this profile 10 with an angle of inclination 18 adapted to the orientation which must be communicated to the diagonals 9, 9A, 9B, 9C or even a cross member 8.
- ears 30, 30A can be reported directly, for example by welding, gluing or screwing, on a profile 10.
- a weld has tendency to modify the mechanical characteristics of said profiled, especially if it is of metallic type.
- a mechanical connection, of the screwing type requires a wall thickness at this profile which is sufficient to ensure a good connection.
- a solution has been devised, consisting in providing a profile 10 of ears 30, 30A through pieces of junction 31 of external section 32 adjusted to the internal section 33 of the otherwise defined tubular type profile.
- a junction piece 31 preferably of the type metallic, in particular steel, are ultimately reported, for example by welding and along generators, said ears 30, 30A, while a profile 10 is defined by one or more sections of profile 10A, 10B at the ends 34A, 34B from which are joined connecting pieces 31, fitted with ears 30, 30A.
- the actual connection between a connecting piece 31 and a section of profile 10A, 10B can be obtained by means of a pin 35 for example.
- these ends 34A, 34B of the section sections 10A, 10B are advantageously, notched, axially, for the passage of ears 30, 30A, and thus allow to ensure perfect continuity at the junction of two sections of profile 10A, 10B.
- these include a length corresponding to the spacing of the connections of diagonals and / or cross members on a beam 5, 6. In fact, this length is substantially that of a module M, M1, M2, M3 or M '.
- such means 15 intended for the reception of the ends 16, 16A as the case may be, of diagonals 9, 9A, 9B, 9C or even sleepers 8, adopt a symmetrical configuration with respect to the plane of symmetry vertical 17 around profile 10.
- a profile 10 can receive a second pair of grooves 20A, 20B arranged at a level significantly lower than the grooves 11A, 11B for the reception of the rod corresponding to a lining fabric of two basic structures 4, juxtaposed.
- the side members 5, 6 constitute the lower part of the roof that define, specifically, these double curvature covers 7. In these conditions, they are led to collect runoff water which must be evacuated.
- a profile 10 or another section of profile 10A, 10B defining this spar 5, 6 is provided of tubular type, its internal part designing a gutter suitable for collecting and discharging water from runoff.
- Such an embodiment poses, however, the problem of sealing between two sections 10 or sections of sections 10A, 10B coupled, successively, one behind the other in view to define a basic structure of increased length and adapt to the size of construction 1 to be produced. If one such sealing is technically feasible, it often leads to the use of seals which, when successive dismantling and reassembly of the construction are caused to deteriorate fairly quickly. In this regard, he should particularly take into account the because of the size of this type of construction 1, it is difficult, if not impossible, to confer on the longitudinal members 5, 6, any slope in order to facilitate the evacuation of runoff water.
- connecting lugs 21A, 21B, bearing at their ends the grooves 22A, 22B are configured so that said gutter-shaped canvas 23 extends, perfectly, below these beams 5, 6 aptly to collect all runoff from covers 7.
- a basic structure 4 preferably comprises at least a third spar 25, 1à further defined by a profit 10 'comprising means 15 for the reception with a view to fixing the diagonals 9, 9A, 9B, 9C (see Figure 8).
- This spar 25 thus comes to connect between them, either the vertices s of the farms F1, F2, or the vertices 24 of several M, M1, M2, M3 of the same structure of base 4 or corresponding to several base 4 structures juxtaposed.
- a spar 25 can be provided with means 15 for receiving sleepers 8A, able to connect these two side members 25 in pairs.
- Such a third spar 25 can be devoid of grooves, nothing prevents it from being provided with one or more, this similar to a profile 10 or a section of profile 10A, 10B defining the longitudinal members 5, 6.
- Such grooves can in particular receive the rods of a canvas, more particularly a grid, which we extend in some way so above the double curvature covers 7 in sight, either to protect them from dirt, for example leaves, or to create sunscreen.
- the profile 10 'intended for define such a spar 25 is configured, in its part lower 36, in the form of a rail 37 for receiving one or several trolleys 39 (shown diagrammatically) to which are fixed one or more cables 38 for energizing the or blankets with double curvature 7.
- trolleys 39 shown diagrammatically
- the carriages 39 are engaged simultaneously on the spar 25 to which the tensioning cable (s) are attached.
- such a construction 1, in accordance with the invention turns out to be very modular through the use of standard parts which, moreover, make it possible to overcome connecting nodes, often corresponding to parts particularly expensive. Indeed, such connecting nodes frequently use numerous design tools welding, stamping, machining and other operations, operations which are particularly streamlined in the present case.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Tents Or Canopies (AREA)
- Rod-Shaped Construction Members (AREA)
- Laminated Bodies (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
- les deux longerons parallèles d'une structure de base sont définis, chacun, par un profilé comportant au moins une gorge filante pour la réception d'un jonc équipant deux bords longitudinaux et/ou de la ou des couvertures souples à double courbure destinées à être sous-tendues au niveau de ladite structure de base ;
- et qu'un tel profilé est pourvu de moyens pour la réception en vue de leur fixation des extrémités des diagonales et/ou des traverses.
de s'affranchir des noeuds de liaison auxquels on fait usuellement appel pour la conception d'ossatures métalliques tridimensionnelles. De plus, ces longerons, se présentant sous forme de profilés à gorge, sont aptes à accueillir, par coulissement, les joncs d'une couverture souple dont la mise en place est, de ce fait, considérablement facilitée.
Claims (14)
- Construction à couverture souple dont au moins la partie formant toiture (2) est définie par une ossature métallique ou composite tridimensionnelle (3) constituée d'une structure de base (4) ou d'une juxtaposition de plusieurs de ces dernières dont chacune comporte au moins deux longerons parallèles (5, 6) reliés à l'aide de traverses (8) et d'où s'étendent des diagonales (9, 9A, 9B, 9C) définissant, selon le cas, au moins deux fermes (F1, F2) rendues solidaires par leur sommet (S) et formant un module (M1) ou encore un ou une succession de modules (M, M1, M2, M3) de forme pyramidale, dans l'espace interne délimité par chacune de ces structures de base (4) étant sous-tendue au moins une couverture souple (7) du type à double courbure, caractérisée par le fait que :les deux longerons (5, 6) parallèles d'une structure de base (4) sont définis, chacun, par un profilé (10) comportant au moins une gorge (11A, 11B) filante pour la réception d'un jonc (12) équipant deux bords longitudinaux (13, 14) de la ou des couvertures souples (7) à double courbure destinées à être sous-tendues au niveau de ladite structure de base (4) ;et qu'un tel profilé (10) est pourvu de moyens (15) pour la réception, en vue de leur fixation, des extrémités (16, 16A) des diagonales (9, 9A, 9B, 9C) et/ou des traverses (8).
- Construction selon la revendication 1, caractérisée par le fait qu'un profilé (10) destiné à définir un longeron (5, 6) est conçu de manière symétrique par rapport à un plan de symétrie verticale (17) et comporte deux gorges filantes (11A, 11B) pour la réception d'un jonc (12) équipant le bord longitudinal, respectivement (13, 14) des couvertures à double courbure (7) correspondant à deux structures de base (4) juxtaposées.
- Construction selon la revendication 2, caractérisée par le fait qu'un profilé (10) destiné à concevoir un longeron (5, 6) comporte une seconde paire de gorges (20A, 20B) disposée à un niveau sensiblement inférieur aux gorges (11A, (11B) pour la réception du jonc correspondant à une toile de doublure de structures de base (4) juxtaposées.
- Construction selon l'une quelconque des revendications précédentes, caractérisée par le fait que les moyens (15) destinés à la réception des extrémités (16 ; 16A) des diagonales (9, 9A, 9B, 9C) et/ou des traverses (8) se présentent sous forme d'oreilles (30, 30A) rapportées, notamment de manière équidistante, sur ledit profilé (10).
- Construction selon la revendication 4, caractérisée par le fait que les oreilles s'étendent depuis un profilé (10) avec un angle d'inclinaison (18) adapté à l'orientation à communiquer à la ou les diagonales (9, 9A, 9B, 9C) et/ou traverses (8).
- Construction selon l'une quelconque des revendications 4 ou 5, caractérisée par le fait que les oreilles (30, 30A) sont rapportées, notamment par soudure et le long de génératrices, sur une pièce de jonction (31) de section externe (32) ajustée à la section interne (33) du profilé (10) de type tubulaire et défini par un ou plusieurs tronçons de profilé (10A, 10B) aux extrémités (34A, 34B) desquelles sont enfilées de telles pièces de jonction (31).
- Construction selon la revendication 6, caractérisée par le fait que les extrémités (34A, 34B) du ou des tronçons de profilé (10A, 10B) sont entaillées, axialement, pour le passage des oreilles (30, 30A) et assurer la continuité au niveau de la jonction de deux tronçons de profilés (10A, 10B).
- Construction selon l'une quelconque des revendications 1 à 3, caractérisée par le fait que les moyens (15) destinés à la réception des extrémités (16 ; 16A) des diagonales (9, 9A, 9B, 9C) et/ou de traverses (8) se présentent sous forme d'une ou plusieurs ailes (19 ; 19A) et/ou tronçons d'ailes s'étendant radialement en périphérie du profilé (10).
- Construction selon la revendication 2 et l'une quelconque des revendications 4 à 8, caractérisée par le fait que les moyens (15) destinés à la réception des extrémités (16 ; 16A) selon le cas de diagonales (9, 9A, 9B, 9C) ou de traverses (8) adoptent une configuration symétrique par rapport au plan de symétrie vertical (17) autour du profilé (10).
- Construction selon l'une quelconque des revendications précédentes, caractérisée par le fait qu'un profilé (10) définissant un longeron (5, 6) est prévu de type tubulaire, sa partie interne étant apte à concevoir une gouttière à même de recueillir et d'évacuer les eaux de ruissellement en provenance des couvertures à double courbure (7).
- Construction selon l'une quelconque des revendications 1 à 9, caractérisée par le fait qu'un profilé (10) destiné à concevoir un longeron (5, 6) est équipé, directement ou par l' intermédiaire de pattes de liaison (21A, 21B), d'une paire de gorges (22A, 22B) pour la réception des joncs d'une toile étanchéifiée (23) apte à s'étendre en forme de gouttière sous un tel profilé (10).
- Construction selon l'une quelconque des revendications précédentes, caractérisée par le fait qu'une structure de base (4) comporte au moins un troisième longeron (25) défini par un profilé (10') et comportant des moyens (15) pour la réception en vue de la fixation de diagonales (9, 9A, 9B, 9C) et/ou de traverses (8A), un tel longeron (25) venant relier entre eux les sommets (S; 24), soit de plusieurs fermes (F1, F2) définies par les diagonales (9, 9A, 9B, 9C), soit de plusieurs modules (M' M, M1, M2, M3) correspondant à une même structure de base (4) ou à plusieurs structure de bases (4)juxtaposées.
- Construction selon la revendication 12, caractérisée par le fait que le profilé (10') définissant le longeron (25) comporte une ou plusieurs gorges pour la réception de joncs correspondant à une toile, notamment une grille, apte à être étendue au-dessus des couvertures souples à double courbure (7).
- Construction selon les revendications 12 ou 13, caractérisée par le fait que le profilé (10') définissant un longeron (25) est configuré, dans sa partie inférieure (36), en forme d'un rail (37) pour la réception d'un ou plusieurs chariots auxquels sont à même d'être fixés un ou des câbles (38) de mise sous tension de la ou des couvertures à double courbure (7).
Priority Applications (11)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK97440095T DK0908570T3 (da) | 1997-10-13 | 1997-10-13 | Konstruktion med en fleksibel afdækning, i hvilken i det mindste tagkonstruktionen omfatter en tredimensional ramme af meta |
AT97440095T ATE179772T1 (de) | 1997-10-13 | 1997-10-13 | Konstruktion mit einer zelthaut wobei das dach aus einem dreidimensionalen rahmen aus metal oder kompositmaterial besteht |
ES97440095T ES2134059T3 (es) | 1997-10-13 | 1997-10-13 | Construccion de cobertura flexible cuyo techo al menos es constituido por un armazon metalico o compuesto. |
SI9730006T SI0908570T1 (en) | 1997-10-13 | 1997-10-13 | Construction with a membrane whereby the roof is made of a three dimensional metallic or composite frame |
DE69700213T DE69700213T2 (de) | 1997-10-13 | 1997-10-13 | Konstruktion mit einer Zelthaut wobei das Dach aus einem dreidimensionalen Rahmen aus Metal oder Kompositmaterial besteht |
EP97440095A EP0908570B1 (fr) | 1997-10-13 | 1997-10-13 | Construction à couverture souple dont au moins la toiture est constituée par une ossature métallique ou composite tridimensionnelle |
CA002249957A CA2249957C (fr) | 1997-10-13 | 1998-10-09 | Construction a couverture souple dont au moins la toiture est constituee par une ossature metallique ou composite tridimensionnelle |
AU89282/98A AU737616B2 (en) | 1997-10-13 | 1998-10-13 | Construction with a flexible cover at least the roof of which is formed of a three-dimensional metal or composite framework |
US09/170,025 US6134848A (en) | 1997-10-13 | 1998-10-13 | Tent roof construction with a flexible cover at least the roof of which is formed of a three-dimensional metal or composite framework |
JP29037398A JP4098418B2 (ja) | 1997-10-13 | 1998-10-13 | 3次元の金属材又は合成材の枠組みから形成された、少なくとも屋根に可撓性カバーをもつ建造物 |
GR990402007T GR3030923T3 (en) | 1997-10-13 | 1999-08-04 | Construction with a membrane whereby the roof is made of a three dimensional metallic or composite frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP97440095A EP0908570B1 (fr) | 1997-10-13 | 1997-10-13 | Construction à couverture souple dont au moins la toiture est constituée par une ossature métallique ou composite tridimensionnelle |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0908570A1 true EP0908570A1 (fr) | 1999-04-14 |
EP0908570B1 EP0908570B1 (fr) | 1999-05-06 |
Family
ID=8229997
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97440095A Expired - Lifetime EP0908570B1 (fr) | 1997-10-13 | 1997-10-13 | Construction à couverture souple dont au moins la toiture est constituée par une ossature métallique ou composite tridimensionnelle |
Country Status (11)
Country | Link |
---|---|
US (1) | US6134848A (fr) |
EP (1) | EP0908570B1 (fr) |
JP (1) | JP4098418B2 (fr) |
AT (1) | ATE179772T1 (fr) |
AU (1) | AU737616B2 (fr) |
CA (1) | CA2249957C (fr) |
DE (1) | DE69700213T2 (fr) |
DK (1) | DK0908570T3 (fr) |
ES (1) | ES2134059T3 (fr) |
GR (1) | GR3030923T3 (fr) |
SI (1) | SI0908570T1 (fr) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
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EP1267018A1 (fr) * | 2001-06-13 | 2002-12-18 | Etablissements Lucien WALTER Société Anonyme dite, | Dispositif de jonction transversale pour éléments de couverture en matériau souple |
DE10143113A1 (de) * | 2001-08-27 | 2003-03-20 | Guenter W Schneider | Vorrichtung zur Überdachung von mit Bäumen bepflanzten Flächen |
EP2369076A1 (fr) * | 2010-03-26 | 2011-09-28 | Catherine Dalo | Module léger d'habitation et batiment modulaire |
US9297178B2 (en) | 2010-03-26 | 2016-03-29 | Catherine Dalo | Suspended false ceiling for lightweight housing module |
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Publication number | Priority date | Publication date | Assignee | Title |
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US6345638B1 (en) * | 1999-02-15 | 2002-02-12 | Tentnology Ltd. | Multiple peak cable tent |
US20060137267A1 (en) * | 2002-07-19 | 2006-06-29 | Stackenwalt Richard D | Canopy-like decorative structure |
US7464511B2 (en) * | 2002-12-12 | 2008-12-16 | Paul James Kosch | Slat wall assembly |
AU2004246926B2 (en) | 2003-06-13 | 2008-10-02 | Kawada Construction Co., Ltd. | Greening system |
NL1025210C2 (nl) * | 2004-01-09 | 2005-07-12 | Klimrek I E B V | Kapconstructie voor een kas. |
US8733380B1 (en) * | 2010-12-09 | 2014-05-27 | Thomas W. Roberts | Garaged vehicle cover |
EP2886742A1 (fr) * | 2013-12-20 | 2015-06-24 | SiteCover ApS | Installation mobile sur site |
US10161146B2 (en) | 2013-12-20 | 2018-12-25 | Sitecover Aps | On-site mobile facility |
WO2016118953A1 (fr) * | 2015-01-23 | 2016-07-28 | Richard Kramer | Bâtiment fabriqué amélioré |
EP3112546B1 (fr) * | 2015-07-02 | 2018-11-07 | Saint-Gobain Placo SAS | Plafond et système de suspension de plafond |
US20220403645A1 (en) * | 2019-10-01 | 2022-12-22 | Abeer SEIKALY | A multi-layered structural and material system assembly |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
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DE1170604B (de) * | 1957-03-01 | 1964-05-21 | Richard Buckminster Fuller | Zelthaut fuer ein kugelkalottenfoermiges Zeltgestell |
EP0106920A1 (fr) * | 1982-10-14 | 1984-05-02 | 116736 (Canada) Inc. | Couverture pour structures de bâtiment |
US4683698A (en) * | 1986-07-11 | 1987-08-04 | Butler Manufacturing Company | Load transfer clip for roof panel support trusses |
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DE1784534A1 (de) * | 1968-08-16 | 1971-08-12 | Roehm Gmbh | Dachhaut,insbesondere fuer Haengedaecher |
US3731450A (en) * | 1969-08-14 | 1973-05-08 | Chateau S Du | Metal structure and sections |
SE360134B (fr) * | 1972-01-20 | 1973-09-17 | Barracudaverken Ab | |
US3863659A (en) * | 1974-03-19 | 1975-02-04 | Robert E Gillis | Shelter structure |
US3909994A (en) * | 1974-04-03 | 1975-10-07 | Temcor | Dome construction |
DE2422990A1 (de) * | 1974-05-13 | 1975-11-27 | Stromeyer & Co Gmbh L | Ueberdachung mit wenigstens einer membrane |
IT1197845B (it) * | 1986-08-05 | 1988-12-06 | Riri Italia Spa | Padiglione smontabile particolarmente per il ricovero temporaneo di persone |
US4878322A (en) * | 1987-08-10 | 1989-11-07 | Ikege, Inc. | Insulating plastic film structures and method |
DE19526197A1 (de) * | 1995-07-18 | 1997-01-23 | Waco Wackerbauer & Co | Dachanordnung mit Planen und einer Mehrzahl die Planen zwischen sich aufnehmender Gitterträger sowie Gitterträger für eine derartige Dachanordnung |
CN1931423A (zh) * | 2005-09-13 | 2007-03-21 | 鸿富锦精密工业(深圳)有限公司 | 纳米粒子合成装置及其合成方法 |
-
1997
- 1997-10-13 SI SI9730006T patent/SI0908570T1/xx unknown
- 1997-10-13 AT AT97440095T patent/ATE179772T1/de not_active IP Right Cessation
- 1997-10-13 ES ES97440095T patent/ES2134059T3/es not_active Expired - Lifetime
- 1997-10-13 EP EP97440095A patent/EP0908570B1/fr not_active Expired - Lifetime
- 1997-10-13 DE DE69700213T patent/DE69700213T2/de not_active Expired - Lifetime
- 1997-10-13 DK DK97440095T patent/DK0908570T3/da active
-
1998
- 1998-10-09 CA CA002249957A patent/CA2249957C/fr not_active Expired - Lifetime
- 1998-10-13 AU AU89282/98A patent/AU737616B2/en not_active Ceased
- 1998-10-13 JP JP29037398A patent/JP4098418B2/ja not_active Expired - Fee Related
- 1998-10-13 US US09/170,025 patent/US6134848A/en not_active Expired - Lifetime
-
1999
- 1999-08-04 GR GR990402007T patent/GR3030923T3/el unknown
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
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DE1170604B (de) * | 1957-03-01 | 1964-05-21 | Richard Buckminster Fuller | Zelthaut fuer ein kugelkalottenfoermiges Zeltgestell |
EP0106920A1 (fr) * | 1982-10-14 | 1984-05-02 | 116736 (Canada) Inc. | Couverture pour structures de bâtiment |
US4683698A (en) * | 1986-07-11 | 1987-08-04 | Butler Manufacturing Company | Load transfer clip for roof panel support trusses |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1267018A1 (fr) * | 2001-06-13 | 2002-12-18 | Etablissements Lucien WALTER Société Anonyme dite, | Dispositif de jonction transversale pour éléments de couverture en matériau souple |
FR2826030A1 (fr) | 2001-06-13 | 2002-12-20 | Walter | Dispositif de jonction transversale pour elements de couverture en materiau souple |
DE10143113A1 (de) * | 2001-08-27 | 2003-03-20 | Guenter W Schneider | Vorrichtung zur Überdachung von mit Bäumen bepflanzten Flächen |
EP2369076A1 (fr) * | 2010-03-26 | 2011-09-28 | Catherine Dalo | Module léger d'habitation et batiment modulaire |
FR2957961A1 (fr) * | 2010-03-26 | 2011-09-30 | Catherine Dalo | Module leger d'habitation et batiment modulaire |
US8863443B2 (en) | 2010-03-26 | 2014-10-21 | Catherine Dalo | Lightweight housing module and modular building |
US9297178B2 (en) | 2010-03-26 | 2016-03-29 | Catherine Dalo | Suspended false ceiling for lightweight housing module |
Also Published As
Publication number | Publication date |
---|---|
EP0908570B1 (fr) | 1999-05-06 |
SI0908570T1 (en) | 1999-10-31 |
JP4098418B2 (ja) | 2008-06-11 |
JPH11190060A (ja) | 1999-07-13 |
CA2249957C (fr) | 2003-05-20 |
ES2134059T3 (es) | 1999-09-16 |
DE69700213D1 (de) | 1999-06-24 |
AU737616B2 (en) | 2001-08-23 |
GR3030923T3 (en) | 1999-11-30 |
US6134848A (en) | 2000-10-24 |
DK0908570T3 (da) | 1999-11-15 |
AU8928298A (en) | 1999-09-16 |
CA2249957A1 (fr) | 1999-04-13 |
DE69700213T2 (de) | 2000-01-05 |
ATE179772T1 (de) | 1999-05-15 |
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