FR2546953A1 - Dismountable construction, particularly for a temporary exhibition - Google Patents
Dismountable construction, particularly for a temporary exhibition Download PDFInfo
- Publication number
- FR2546953A1 FR2546953A1 FR8309187A FR8309187A FR2546953A1 FR 2546953 A1 FR2546953 A1 FR 2546953A1 FR 8309187 A FR8309187 A FR 8309187A FR 8309187 A FR8309187 A FR 8309187A FR 2546953 A1 FR2546953 A1 FR 2546953A1
- Authority
- FR
- France
- Prior art keywords
- beams
- elements
- posts
- construction according
- male
- 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.)
- Withdrawn
Links
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
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- 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
- E04B1/34384—Assembling details for foldable, separable, collapsible or retractable 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
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H1/1272—Exhibition stands
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2409—Hooks, dovetails or other interlocking connections
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2454—Connections between open and closed section profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
Abstract
Description
Construction démontable, notamment pour
exposition temporaire 11
L'invention concerne une construction démontable, notamment pour exposition temporaire.Removable construction, especially for
temporary exhibition 11
The invention relates to a removable construction, in particular for temporary exhibition.
Les constructions démontables et, par exemple, les stands d'exposition, se composent dgossatures dont les poteaux et les poutres sont assemblés perpendiculai- rement à l'aide de boulons. Cependant, ce mode dlassem- blage nest pas approprié au montage et au démontage fréquents en raison de la relative fragilité et déforma bilité de ces boulons qui ne peuvent étre utilisés efficacement qu'une seule fois. En outre, ces boulons sont couteux et le temps nécessaire au montage et au démontage de l'ossature est très long du fait du nombre important d'assemblages qui doivent être réalisés et du nombre de boulons (par exemple quatre) prevus pour chaque assemblage. Dismountable constructions and, for example, exhibition stands, consist of structures whose posts and beams are assembled perpendicularly using bolts. However, this filing method is not suitable for frequent mounting and dismounting due to the relative fragility and deformability of these bolts which can only be used effectively once. In addition, these bolts are expensive and the time required to assemble and disassemble the frame is very long because of the large number of assemblies that must be made and the number of bolts (for example four) provided for each assembly.
La présente invention a notamment pour but de remédier à ces inconvénients et concerne à cet effet une construction démontable pour exposition temporaire, se composant de poutres et de poteaux assemblés perpendiculairement de manière amovible le long d'une surface d'assemblage, construction..caractérisée en ce que l'assem- blage comprend. des éléments mâles et femelles de forme correspondante et de section décroissante dans la direction de leur emboitement, la direction d'emboRtement étant parallèle à la surface d'assemblage. The present invention aims in particular to remedy these drawbacks and for this purpose relates to a removable construction for temporary exposure, consisting of beams and posts assembled perpendicularly removably along an assembly surface, construction..characterized in that the assembly includes. male and female elements of corresponding shape and of decreasing section in the direction of their fitting, the fitting direction being parallel to the assembly surface.
Suivant une autre caractéristique de l'invention, les éléments femelles sont constitués par des godets fixés extérieurement le long des parois latérales des poteaux et/ou des poutres. According to another characteristic of the invention, the female elements consist of buckets fixed externally along the side walls of the posts and / or beams.
Suivant une autre caractéristique de l'invention, les élements mâles sont fixés sur la.section d'extrémité des poutres. According to another characteristic of the invention, the male elements are fixed to the end section of the beams.
Suivant une autre caractéristique de l'inven tion, les godets sont fixés sur les poteaux de manière que leur direction d'emboîtement soit parallèle à l'axe longitudinal de ces poteaux, tandis que les élements mâles, fixés sur les poutres, ont leur direction d'emboîtement perpendiculaire à l'axe longitudinal de ces poutres. According to another characteristic of the invention, the buckets are fixed to the posts so that their nesting direction is parallel to the longitudinal axis of these posts, while the male elements, fixed to the beams, have their direction interlocking perpendicular to the longitudinal axis of these beams.
L'invention est représentée à titre d'exemples non limitatifs sur les dessins ci-joints dans lesquels
- la figure 1 est uné vue en perspective décomposée de l'assemblage de poutres sur un poteau,
- la figure 2 est- une vue en perspective d'un autre mode de réalisation du poteau,
- la figure 3 représente en perspective l'extrémité supérieure d'un poteau intermédiaire,
- la figure 4 est une vue en perspective d'une ossature conforme à l'inventIon. . The invention is shown by way of nonlimiting examples in the accompanying drawings in which
FIG. 1 is a decomposed perspective view of the assembly of beams on a post,
FIG. 2 is a perspective view of another embodiment of the post,
FIG. 3 shows in perspective the upper end of an intermediate post,
- Figure 4 is a perspective view of a frame according to the inventIon. .
La présente Invention a pour but la réalisation d'une construction démontable dont l'ossature se compose de poteaux et de poutres de longueur standard et dont l'assemblage est réalisé rapidement et de manière robuste sans nécessiter aucun outillage, cette standardisation permettant, au montagne de la construction, d'utiliser l'une ou l'autre des poutres et l'un ou l'autre des- poteaux- sans nécessiter un repérage ou un appariage préalable. The present invention aims to achieve a removable construction whose frame consists of posts and beams of standard length and whose assembly is carried out quickly and sturdily without requiring any tools, this standardization allowing, in the mountains of the construction, to use one or the other of the beams and one or the other of the -poles- without requiring a location or prior pairing.
Suivant l'invention, les poteaux 2 et les poutres I sont réalisés à l'aide de profilés métalliques et présentent à hauteur de leur surface d'assemblage des éléments mâles et femelles 3, 4 de forme correspondante et de section décroissante. According to the invention, the posts 2 and the beams I are produced using metal profiles and have, at the height of their assembly surface, male and female elements 3, 4 of corresponding shape and of decreasing section.
Ainsi, suivant la figure 1, des éléments mâles 3 des poutres 1 sont réalisés en forme de coins et sont venus directement de fonderie avec une équerre 5 dont la branche
est fixée de manière définitive, par exemple à l'aide de boulons, sur une platine 11 prévue à l'extrémité de la poutre 1.Thus, according to FIG. 1, male elements 3 of the beams 1 are produced in the form of wedges and came directly from the foundry with a bracket 5 whose branch
is permanently fixed, for example using bolts, to a plate 11 provided at the end of the beam 1.
La direction longitudinale du coin 3 qui constitue également la direction d'assemblage avec les éléments femelles 4, est parallèle à la platine 11 et un voile 31 est prévu entre le coin 3 et la branche 51 de l'équerre 5 afin de renforcer la construction et d'éviter notamment la déformation des têtes de poutres lorsque des charges importantes sont supportées par l'ossature. The longitudinal direction of the corner 3 which also constitutes the direction of assembly with the female elements 4, is parallel to the plate 11 and a web 31 is provided between the corner 3 and the branch 51 of the bracket 5 in order to reinforce the construction and in particular to avoid the deformation of the beam heads when heavy loads are supported by the framework.
Les poteaux 2 comportent à leurs extrémités supérieures les éléments femelles 4 en forme de godets, ces éléments étant également soit venus directement de fonderie, soit obtenus par pliage ou par découpe et soudage de tôles épaisses. Les faces du poteau 2 recevant les godets 4 ont la même largeur que la poutre 1. The posts 2 have at their upper ends the female elements 4 in the form of buckets, these elements also being either coming directly from foundry, or obtained by bending or by cutting and welding of thick sheets. The faces of the post 2 receiving the buckets 4 have the same width as the beam 1.
Ces godets 4 et 6 sont fixés à un même niveau sur les quatre faces de l'extrémité du poteau 1 afin de les situer à l'extérieur de la périphérie du poteau. La direction longitudinale de ces godets, qui correspond à la direction d'emboîtement F, est parallèle à l'axe longitudinal X-X des poteaux. These buckets 4 and 6 are fixed at the same level on the four faces of the end of the post 1 in order to locate them outside the periphery of the post. The longitudinal direction of these buckets, which corresponds to the fitting direction F, is parallel to the longitudinal axis X-X of the posts.
Les godets 4 comportent sur le bord de leur ouverture supérieure une encoche 41 qui correspond en forme et en dimension à celle du voile 31 du coin 3 afin que ce coin puisse pénétrer totalement dans un godet 4. The buckets 4 have on the edge of their upper opening a notch 41 which corresponds in shape and size to that of the web 31 of the corner 3 so that this corner can fully penetrate into a bucket 4.
Les godets 4 fixés, extérieurement et à un même niveau, à l'extrémité supérieure des quatre faces latérales du poteau 2, sont soit de dimensions identiques, soit, comme cela est représenté sur la figure 1, de dimensions différentes deux à deux. The buckets 4 fixed, externally and at the same level, at the upper end of the four lateral faces of the post 2, are either of identical dimensions or, as shown in FIG. 1, of different dimensions in pairs.
Dans ce cas, le poteau 2 comporte en effet sur deux de ses faces latérales opposées, des godets 6 de dimensions inférieures à celles des godets 4, ces godets étant destinés à recevoir des éléments mâles 7 en forme de coin, réalisés à l'extrémité de poutres 8 de plus faible section, ou solives. In this case, the post 2 in fact comprises on two of its opposite lateral faces, buckets 6 of dimensions smaller than those of the buckets 4, these buckets being intended to receive male elements 7 in the form of a wedge, produced at the end beams 8 of smaller section, or joists.
Cette disposition permettra de réaliser à l'aide des poteaux 2 et des poutres 1 des structures principales parallèles qui sont reliées les unes aux autres par des solives 8 de section inférieure à celle des poutres 1. This arrangement will make it possible to use, using posts 2 and beams 1, parallel main structures which are connected to each other by joists 8 of section smaller than that of beams 1.
Dans ce cas, les poutres 1 comporteront sur leur face latérale des godets 6 régulièrement répartis de façon que d'autres solives 8 puissent être emboîtées par leurs tenons d'extrémité 7 entre deux poutres parallèles de cette structure principale. In this case, the beams 1 will have on their lateral face buckets 6 regularly distributed so that other joists 8 can be fitted by their end studs 7 between two parallel beams of this main structure.
La disposition conforme à l'invention permettra donc de réaliser rapidement une construction démontable rigide et robuste (figure 4) dans laquelle les différents éléments constitutifs sont solidarisés les uns aux autres par le poids des poutres et des solives et par la charge qu'elles supportent. The arrangement in accordance with the invention will therefore make it possible to rapidly produce a rigid and robust dismountable construction (FIG. 4) in which the various constituent elements are secured to one another by the weight of the beams and the joists and by the load they support .
Lorsqu'une construction démontable est réalisée à l'aide des poteaux, poutres et solives conformes à l'invention, les poutres 1 placées à la périphérie présentent des godets 6 disposés sur leur face latérale externe, ces godets ne recevant pas de solives. Ces godets sont alors utilisés pour recevoir, par emboîtement, des éléments en forme de coin (non représentés) prévus à la base de garde-fous 9.Ainsi, le plafond de la construction démontable constitué par des panneaux disposés en appui sur les poutres et sblives, pourra constituer également le plancher d'une surface d'exposition délimitée à sa périphérie par les garde-fous 9 et
Les poutres sont de longueur double des solives, par principe, afin de permettre une rationalisation de la constructjon et une simplification du montage et afin également que la construction délimite entre deux poteaux normaux 21 et 24 et deux poteaux rajoutés 122 et 123 un espace à section carrée pouvant être utilisé pour l'implantation d'un espalier en deux parties 101 102 séparées par un palier 103. Cet escalier peut ìndiffOrem- ment être orienté suivant l'un des quatre côtés de cette section carrée en fonction de la surface construite de ses accès et de la position de l'escalier sur cette surface.When a demountable construction is carried out using posts, beams and joists according to the invention, the beams 1 placed at the periphery have buckets 6 arranged on their external lateral face, these buckets not receiving joists. These buckets are then used to receive, by interlocking, wedge-shaped elements (not shown) provided at the base of railings 9. Thus, the ceiling of the removable construction consisting of panels placed in abutment on the beams and sblives, could also constitute the floor of an exhibition area delimited at its periphery by the railings 9 and
The beams are of double length of the joists, in principle, in order to allow a rationalization of the construction and a simplification of the assembly and also so that the construction delimits between two normal posts 21 and 24 and two added posts 122 and 123 a space with section square that can be used for the installation of a wall in two parts 101 102 separated by a landing 103. This staircase can ìndiffOrem- mently be oriented along one of the four sides of this square section depending on the built surface of its access and the position of the staircase on this surface.
Dans la mesure où il est souhaitable d'obtenir des surfaces construites plus résistantes, il sera aussi possible de rajouter des poteaux 12 sous les poutres 1 !voir figure 4). Insofar as it is desirable to obtain more resistant constructed surfaces, it will also be possible to add posts 12 under the beams 1 (see FIG. 4).
Afin d'assurer l'assemblage de ces poteaux 12 sur les poutres, ils comporteront à leur extrémité supérieure des pattes rabattues 16 disposées à proximité des angles des poteaux opposés en diagonale. In order to ensure the assembly of these posts 12 on the beams, they will have at their upper end folded legs 16 arranged near the angles of the posts opposite diagonally.
Pour la mise en place de ce poteau, il suffira de le positionner verticalement sous une poutre puis de faire tourner ce poteau 12 autour de son axe pour accrocher les pattes 13 sur les ailes du profilé constituant une poutre 1 ou 11. For the installation of this post, it will suffice to position it vertically under a beam and then to rotate this post 12 around its axis to hang the lugs 13 on the wings of the profile constituting a beam 1 or 11.
Dans l'exemple de réalisationde la figure 1, les poteaux 2 comportent des godets 4 qui sont fixés, de préférence par soudure, à l'exterieur des parois latérales de ce poteau. In the exemplary embodiment of FIG. 1, the posts 2 comprise buckets 4 which are fixed, preferably by welding, outside the side walls of this post.
Cependant, dans un autre mode de réalisation avoir figure 2) les poteaux 13 comporteront à leur extrémité supérieure une platine 14 sur laquelle sera fixé, par exemple par vissage ou boulonnage, un bloc 15, venu directement de fonderie et formant les godets 4 et 6 destinés à recevoir les poutres 1 et les solives 8. However, in another embodiment, figure 2) the posts 13 will have at their upper end a plate 14 on which will be fixed, for example by screwing or bolting, a block 15, coming directly from the foundry and forming the buckets 4 and 6 intended to receive beams 1 and joists 8.
Dans les exemples de réalisation ci-dessus décrits, les coins 3 et les godets 4 constituant respec tivement les éléments mâles et femelles, sont d'une forme pyramidale afin, d'une part, de faciliter- leur moulage, d'autre part, afin d'obtenir un assemblage sans jeu dans toutes les directions. Cependant, ces éléments mâles et femelles, pourront être réalisés de toute autre forme et, par exemple, de forme conique dès l'instant où cette forme présente une section décroissante permettant d'aboutir au résultat désire. In the embodiments described above, the corners 3 and the cups 4 respectively constituting the male and female elements, are of a pyramidal shape in order, on the one hand, to facilitate their molding, on the other hand, in order to obtain an assembly without play in all directions. However, these male and female elements can be made of any other shape and, for example, of conical shape as soon as this shape has a decreasing section allowing to achieve the desired result.
Il est à noter aussi que l'on pourrait imaginer un système comparable d'assemblage où les extrémités de poteaux recevraient des éléments mâles et les extrémités des poutres recevraient des éléments femelle. L'ensemble du procédé garderait des caractéristiques de mise en oeuvre comparables. It should also be noted that one could imagine a comparable assembly system where the ends of the posts would receive male elements and the ends of the beams would receive female elements. The whole process would keep comparable implementation characteristics.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR8309187A FR2546953A1 (en) | 1983-06-02 | 1983-06-02 | Dismountable construction, particularly for a temporary exhibition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR8309187A FR2546953A1 (en) | 1983-06-02 | 1983-06-02 | Dismountable construction, particularly for a temporary exhibition |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| FR2546953A1 true FR2546953A1 (en) | 1984-12-07 |
Family
ID=9289432
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| FR8309187A Withdrawn FR2546953A1 (en) | 1983-06-02 | 1983-06-02 | Dismountable construction, particularly for a temporary exhibition |
Country Status (1)
| Country | Link |
|---|---|
| FR (1) | FR2546953A1 (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1993025772A1 (en) * | 1992-06-16 | 1993-12-23 | Carlos Del Barrio Diez | Dismountable systems for pillars and supports of buildings |
| ES2078830A2 (en) * | 1992-03-18 | 1995-12-16 | Arroyo Enrique Gonzalez | Modular construction system for lightweight structures |
| NL1004354C2 (en) * | 1996-10-24 | 1998-04-27 | Jansen Holding B V | Poultry house construction. |
| ES2123381A1 (en) * | 1995-06-20 | 1999-01-01 | Pascual Munoz Fernando | Metal structure for forming hills and similar constructions. |
| WO2010048964A2 (en) * | 2008-10-31 | 2010-05-06 | Vestas Wind Systems A/S | A wind turbine generator comprising a frame adapted to be attached to a support by a guiding system |
| EP2245238A1 (en) * | 2008-01-18 | 2010-11-03 | Sigma Dek Ltd. | Decking system |
| US20120269571A1 (en) * | 2009-08-11 | 2012-10-25 | Keter Plastic Ltd. | Corner coupling |
| EP2305922A3 (en) * | 2009-10-05 | 2013-03-20 | Shaun Melvyn Phillips | Modular stage assembly |
| ES2432476A1 (en) * | 2012-05-31 | 2013-12-03 | In�Dulo Solutions, S.A. | Modular construction system (Machine-translation by Google Translate, not legally binding) |
| WO2014184397A1 (en) * | 2013-05-14 | 2014-11-20 | Industrias Metálicas Anro, S.L. | Connection point for metal structures |
| FR3031351A1 (en) * | 2015-01-07 | 2016-07-08 | Patrick Gehin | SYSTEM OR NODE FOR ASSEMBLING AND FIXING BUILDING ELEMENTS |
| CN108951868A (en) * | 2018-06-25 | 2018-12-07 | 青海德瑞纺织品进出口有限公司 | A kind of movable plank house mounting structure and installation method |
| BE1026521B1 (en) * | 2018-08-10 | 2020-03-10 | Valcke & Zoon Nv | WALL CONSTRUCTION SYSTEM FOR A CANOPY |
| US20200383509A1 (en) * | 2017-10-09 | 2020-12-10 | Philip DiTrolio | Flat-mounted connector for pipes |
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| GB755735A (en) * | 1953-10-20 | 1956-08-29 | Fisher & Ludlow Ltd | Improvements in or relating to frameworks for use in supporting floors, platforms and other structures |
| FR2453254A1 (en) * | 1979-04-03 | 1980-10-31 | Self Lock Echafaudages | Connection for scaffold risers and traverses - has riser collar receiving shaped traverse toe in socket formed in riser collar |
| GB1601897A (en) * | 1978-05-25 | 1981-11-04 | Press Components Ltd | Scaffolding fixings |
| FR2488117A1 (en) * | 1980-08-08 | 1982-02-12 | Mageb | Sectional free-standing display stand - consists of uprights joined by crosspieces, with interlocking hooks and slots, which support vertical panels |
-
1983
- 1983-06-02 FR FR8309187A patent/FR2546953A1/en not_active Withdrawn
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB755735A (en) * | 1953-10-20 | 1956-08-29 | Fisher & Ludlow Ltd | Improvements in or relating to frameworks for use in supporting floors, platforms and other structures |
| GB1601897A (en) * | 1978-05-25 | 1981-11-04 | Press Components Ltd | Scaffolding fixings |
| FR2453254A1 (en) * | 1979-04-03 | 1980-10-31 | Self Lock Echafaudages | Connection for scaffold risers and traverses - has riser collar receiving shaped traverse toe in socket formed in riser collar |
| FR2488117A1 (en) * | 1980-08-08 | 1982-02-12 | Mageb | Sectional free-standing display stand - consists of uprights joined by crosspieces, with interlocking hooks and slots, which support vertical panels |
Cited By (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2078830A2 (en) * | 1992-03-18 | 1995-12-16 | Arroyo Enrique Gonzalez | Modular construction system for lightweight structures |
| WO1993025772A1 (en) * | 1992-06-16 | 1993-12-23 | Carlos Del Barrio Diez | Dismountable systems for pillars and supports of buildings |
| ES2123381A1 (en) * | 1995-06-20 | 1999-01-01 | Pascual Munoz Fernando | Metal structure for forming hills and similar constructions. |
| NL1004354C2 (en) * | 1996-10-24 | 1998-04-27 | Jansen Holding B V | Poultry house construction. |
| EP0842601A2 (en) * | 1996-10-24 | 1998-05-20 | Jansen Holding B.V. | Frame part, contra frame part, profile part and stable construction manufactured therewith |
| EP0842601A3 (en) * | 1996-10-24 | 1998-08-19 | Jansen Holding B.V. | Frame part, contra frame part, profile part and stable construction manufactured therewith |
| EP2245238A4 (en) * | 2008-01-18 | 2015-10-07 | Sigma Dek Ltd | Decking system |
| EP2245238A1 (en) * | 2008-01-18 | 2010-11-03 | Sigma Dek Ltd. | Decking system |
| US9518385B2 (en) | 2008-01-18 | 2016-12-13 | Sigma Dek Ltd. | Decking system |
| WO2010048964A2 (en) * | 2008-10-31 | 2010-05-06 | Vestas Wind Systems A/S | A wind turbine generator comprising a frame adapted to be attached to a support by a guiding system |
| WO2010048964A3 (en) * | 2008-10-31 | 2011-02-17 | Vestas Wind Systems A/S | A wind turbine generator comprising a frame adapted to be attached to a support by a guiding system |
| US20120269571A1 (en) * | 2009-08-11 | 2012-10-25 | Keter Plastic Ltd. | Corner coupling |
| US8961058B2 (en) * | 2009-08-11 | 2015-02-24 | Keter Plastic Ltd. | Corner coupling |
| EP2305922A3 (en) * | 2009-10-05 | 2013-03-20 | Shaun Melvyn Phillips | Modular stage assembly |
| ES2432476A1 (en) * | 2012-05-31 | 2013-12-03 | In�Dulo Solutions, S.A. | Modular construction system (Machine-translation by Google Translate, not legally binding) |
| WO2014184397A1 (en) * | 2013-05-14 | 2014-11-20 | Industrias Metálicas Anro, S.L. | Connection point for metal structures |
| FR3031351A1 (en) * | 2015-01-07 | 2016-07-08 | Patrick Gehin | SYSTEM OR NODE FOR ASSEMBLING AND FIXING BUILDING ELEMENTS |
| US20200383509A1 (en) * | 2017-10-09 | 2020-12-10 | Philip DiTrolio | Flat-mounted connector for pipes |
| US11627824B2 (en) * | 2017-10-09 | 2023-04-18 | Philip DiTrolio | Flat-mounted connector for pipes |
| CN108951868A (en) * | 2018-06-25 | 2018-12-07 | 青海德瑞纺织品进出口有限公司 | A kind of movable plank house mounting structure and installation method |
| BE1026521B1 (en) * | 2018-08-10 | 2020-03-10 | Valcke & Zoon Nv | WALL CONSTRUCTION SYSTEM FOR A CANOPY |
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