EP0126657A2 - Quick and reversible assembly systems constituted by various prefabricated building elements - Google Patents
Quick and reversible assembly systems constituted by various prefabricated building elements Download PDFInfo
- Publication number
- EP0126657A2 EP0126657A2 EP84400598A EP84400598A EP0126657A2 EP 0126657 A2 EP0126657 A2 EP 0126657A2 EP 84400598 A EP84400598 A EP 84400598A EP 84400598 A EP84400598 A EP 84400598A EP 0126657 A2 EP0126657 A2 EP 0126657A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- elements
- panels
- parts
- components
- posts
- 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- Withdrawn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
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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
- E04B1/1909—Connecting nodes specially adapted therefor with central cylindrical connecting element
-
- 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
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1927—Struts specially adapted therefor of essentially circular cross section
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1933—Struts specially adapted therefor of polygonal, e.g. square, cross section
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1936—Winged profiles, e.g. with a L-, T-, U- or X-shaped cross section
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1957—Details of connections between nodes and struts
- E04B2001/1966—Formlocking connections other than screw 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1981—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework
- E04B2001/1984—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework rectangular, e.g. square, grid
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/199—Details of roofs, floors or walls supported by the framework
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1993—Details of framework supporting structure, e.g. posts or walls
Definitions
- the invention relates to a rapid assembly system of prefabricated components, beams, beams and / or rigid frames and / or self-supporting elements of floors, roofs, as well as uprights, posts, load-bearing and non-load-bearing panels of facades and partitions, these various components, which can be combined with one another in multiple ways, being assembled "dry” using a device which makes it possible to remove a large number of ancillary connecting parts, nailing, screwing, bolting, and combine finished components, authorizing the realization on site of various constructions on one or more levels, habitable or not, open or closed, adaptable to even irregular supports, sloping ground, and whose cited components are easily separable from each other others without deterioration and reusable in other places for identical or different constructions, themselves removable and transportable.
- Patent FR-A-2 314 316 describes a process which essentially comprises structural elements, columns and beams, and filling elements.
- the structural elements are assembled by bolts. It is necessary to fix the columns to their support and to superimpose them between bolting the plates welded at their ends.
- the beams, to connect them to the posts, must be bolted to the fins of the nodes made up of two half-collars clamped around the posts by bolting.
- the same principles are applied for the console beams, trusses.
- the horizontal filling elements are slabs which rest on the beams.
- the vertical filling elements consist of grids which receive different types of coverings.
- the beams are fixed by bou lonnage on legs engaged in the slides of the knot.
- the knot is not intended to assemble only beams between them.It is always associated with the upper part of the posts which are not superimposable.
- the system is designed in relation to a particular geometric shape which combines but the constructions are on one level.
- the system of the invention comprises a device for rapid assembly of prefabricated horizontal components and inclined therebetween. These components are beams, beams, frames or self-supporting elements of floors and roofs.
- the device makes it possible to associate with these components of the vertical elements which are uprights, posts, load-bearing panels. Finally, the device and the modes of stabilization of the posts and load-bearing panels allow the installation of prefabricated components of facades and partitions maintained by simple association with the various others components.
- the device essentially consists of a vertical axis (A) and two parts (B), at least one of which is in the form of a sleeve or crown and has vertical notches (C), the bottom (D). parts being largely drilled.
- Figure 1 The notches are intended to receive the fasteners prefixed at the ends or at the angles of the horizontal and inclined components. These fasteners can thus be trapped by two identical and inverted parts, or two different parts, these being tightened against each other along the vertical axis. The tightening is done using pins, figure 1, using screw elements or with both, Figure 2. vertical ensures the rigidity of the device regardless of the number of elements assembled.
- the fasteners prefixed to the horizontal and inclined elements are adapted to be inserted into the notches and kept trapped by the parts.
- the fasteners can be T-shaped, Figure 3, or L, Figure 4. They are shaped of T for example when a single beam is fixed to a notch, in L when two elements are inserted in a notch.
- Figure 5 A beam can be made up of two identical elements that can be separated and used separately. It is then possible to associate a beam, either horizontal or inclined, with another beam inclined in another direction.
- Beams or beams may have articulated fasteners allowing the same elements to be assembled in any desired inclination.
- the fasteners of the frame elements and the self-supporting finished elements of floors and roofs are adapted to the different possible general shapes of these elements: square, rectangular, triangular, hexagonal, etc.
- the design of the device allows the fasteners of these elements to have several branches inserted into several notches at the same time to constitute a resistant support.
- the inclined frame and self-supporting elements have the same attachment principle, which are adapted to the inclination of the planes or roofs which can have different geometries depending on the desired effects.
- the number of notches arranged on the parts of the device depends on the general shapes of the elements, frames and combinations of constructive frames envisaged.
- the vertical notches allow the different fasteners to appear in vertical planes and therefore to offer good resistance to forces as well as to avoid tilting of the beams.
- the parts (B) and the notches are more or
- two parts (B) having notches and installed in opposition are preferable to a single part having notches in the case where the parts are highly stressed and the fasteners of the elements are high and difficult to to hire.
- a single device therefore allows horizontal and inclined elements of different types to be assembled directly together, including finished and self-supporting components of floors and roofs. Multiple combinations of elements are thus possible.
- the device makes it possible to associate with these elements vertical components which are uprights, posts and panels.
- the uprights can be directly fixed with the axis of the device by pinning, screwing, or both, according to the same provisions as for the tightening of the parts (B), see Figures 1 and 2.
- the device can therefore be associated in part top of the uprights, figure 11, in the lower part, figure 12, as between two superimposed uprights, figure 13, and in the different cases tighten the parts (B) one on the other.
- the uprights can be of design adapted to needs.
- the lower part of the uprights can constitute the axis (A) of the device, FIG. 14.
- This has the advantages of reducing the number of interlocks to be carried out and of ensuring very rigid assemblies, the parts of the device being blocked one on the other.
- This can be done with parts (B) whose vertical section is more or less in the shape of an H allowing the low part (B) to be held laterally by simple overlap on the upper end of the upright, figure 15.
- the fasteners of the horizontal and inclined elements can then be put in place before the axis is fitted.
- the part (A) of the uprights is cylindrical and the piercing of the bottom (D) of the parts (B) is circular. In the other cases these parts can have other shapes. In any case the pieces (B) can have various general forms.
- the posts and panels are fixed to the devices and to the elements on which they are superimposed according to the same principles as the uprights. They therefore have in the lower part of a part (A) which constitutes the axis of the device, in the upper part of a cavity (E), similar to the upper part of the uprights, which receives the end of the fitted part (A).
- This system is as well suited to posts as load-bearing panels.
- the fixings can also be made using bolts screwed laterally on a threaded hole passing through the wall of the part (E). By screwing the bolt blocks the part (A). This can have an inclined end facilitating the lowering of the element under the effect of screwing the bolt while ensuring the locking.
- Figure 18 This principle makes it possible to fix the posts or panels whatever their horizontal orientation when the parts (A) and
- (E) are cylindrical. If these parts have other shapes, the elements can be fixed in different orienta tions possible with these forms.
- the basic assembly is carried out as follows: the feet or jacks or other support elements are placed on the ground. They receive the overlapped parts (B).
- the horizontal bottom elements are installed, these are beams or frames receiving floor slabs, or freestanding floor elements.
- the inverted parts (B) are engaged on the element fasteners.
- the panels are successively put in place and stabilized by the fitting of their part (A). the possible posts.
- These elements receive the high devices with which are fixed the elements roof or intermediate floor.
- the roofs are elements slabs reported on beams or frames, or self-supporting finished elements.
- the panels can have different cuts and shapes, the roofs can be horizontal or inclined.
- the pieces (B) have a cross-sectional shape, roughly in a reduced H shape, so the low piece (B) is held laterally by overlapping on the piece (E) and the piece (B) Once the device is tightened, the upper part is held in place by the upper enlargement (Al) of the part (A).
- Figure 22 The piercing of the bottom (D) of the parts (B) can therefore be wider than the part (A ) since this does not directly hold the pieces laterally.
- the piece (A) of the vertical element to be installed can be engaged deeply in the device without being oriented with the part (E). therefore be lowered almost completely without being simultaneously attached to the panel to which it is assembled. It is only then at the last moment that it is necessary to apply to the panel a compound thrust, both horizontal and vertical.
- Figure 23 The piercing of the bottom (D) of the parts (B) can therefore be wider than the part (A ) since this does not directly hold the pieces laterally.
- the only device makes it possible to assemble between them panels stabilized by fitting and blocked against each other by lateral tightening by sealing the straight or broken walls.
- the panels can be entirely prefabricated, exterior and interior coverings including.
- the panels described so far are all provided with a low part (A) and a high part (E). They are load-bearing panels. By their anchoring they are stabilizers of the constructions.
- the posts are fitted with the same parts; they can, like the panels, tighten laterally in all directions when they are put in place.
- These post and stabilizing panel elements can assemble "free" panels (F), FIG. 25, which are panels devoid of parts (A) and (E). These free panels are located between the post and / or panel bearing elements.
- All of the panels and posts have recessed and / or raised lateral grooves allowing the insertion of tabs or assembly joints if necessary . elements fit into each other during joining and tightening.
- the free panels are thus secured to stable elements, the posts. and / or load-bearing panels.
- the free panels rest on beams, frames or floor elements. They are superimposed by beams, frames, self-supporting elements of intermediate floors or roofing. Also it is easy to keep them in lower part and upper part by the various horizontal and inclined elements. Provisions or reservations can be provided on the various elements so that, taking into account the order of implementation, these adapt directly and are maintained by association.
- a simple arrangement is to use the grooves formed by the juxtapositions of the horizontal and inclined elements. Indeed these groove networks, which correspond to the constructive frames, are superimposed, in the same vertical planes. These grooves can therefore be adapted to receive tabs ( O) prefixed in the lower and upper parts of the facade panels and partitions.
- Figure 32 is to use the grooves formed by the juxtapositions of the horizontal and inclined elements. Indeed these groove networks, which correspond to the constructive frames, are superimposed, in the same vertical planes. These grooves can therefore be adapted to receive tabs ( O) prefixed in the lower and upper parts of the facade panels and partitions.
- the stabilizing elements, posts or panels are stabilized by fitting their part (A) into the device and in the part (E) of the elements on which they are superimposed. It has been noted that in certain constructions these sleeves only are sufficient, that in addition it can be carried out a pinning between the part (A) and the part (E). This pinning is done under the device. This operation can be difficult to carry out in certain cases, in particular at the low level of constructions and when the floor elements are installed.
- the pieces (&) can be screwed to the pieces (E).
- the post elements and stabilizing panels cannot be turned on themselves when they join and tighten against the panels.
- One solution, Figure 26 consists of a rod (G), the lower end of which is threaded, housed in the body of the posts or stabilizing panels, which can be operated from the top of the elements, the entire body of the elements. threaded passes through the part (A), which is fitted as before, and opens at the bottom of the elements.
- the rod is screwed to the part (E) or in the case of overlapping, posts or panels, at the upper end of the lower threaded rod secured to a nut (H) used to maneuver the rod.
- the part (A) can be integral with the rod and turn with it. If the rod is rigid enough it can replace the part (A) and constitute the fitting and the anchoring.
- a similar solution, figure 27, consists of a cylindrical tube (I) which can turn on itself, like the rod, without entraining the body of the elements.
- the part (A) is integral with the tube in the lower part as well as the part (E) in the upper part.
- the tube is therefore comparable to a cylindrical upright housed in the body of the posts or stabilizing panels.
- the tubes are therefore directly connected to each other while engaging the device, which constitutes very rigid connections.
- the tubes are directly connected to the ends (E) of the support elements, jacks, feet, etc.
- the device is connected to the tubes. using independent axes (A).
- the part (A) of the tubes makes it possible to carry out the lateral tightening operations as above.
- the external body of the posts can be adapted by its shape, and depending on the case, to the assembly of free panels in different directions corresponding to the constructive frame used.
- This body can be made of plastic, or derivatives, have a general star shape with eight branches whose acute angles are 90 ° (combination of two squares) and allow to assemble thick panels in rectilinear walls, at a 90 ° angle, at a 135 ° angle, to assemble 2,3 or 4 of these panels, FIG. 28, and to assemble thinner panels, for example of partitions, in a greater number of combinations, figure 29. This is done without a connection joint with the post.
- the parts (B) of the device can be of various shapes.
- the form can correspond to that of poteaux.Dans these cases if the shape of the posts can be imported directly panels so is even geber. dispatch it is possible to achieve staggered levels without the use of the other provisions, Figure 30, and to integrate the constructions by adapting them to various slopes, Figure 31.
- the system of the invention has a number of advantages over prior techniques.
- the device allows rapid assembly of horizontal and inclined elements of different types by simply trapping their fasteners, the rigidity of the device being ensured. whatever the number of the elements assembled thanks to the axis (A) and the blocking of the parts (B) one on the other.
- the notches, the splitting of the beam elements, the attachments of the frame and self-supporting elements, allow to realize various spatial structures, to ensure the strengths of the fixings, to juxtapose the elements and to constitute networks of grooves.
- the vertical elements, uprights, posts and load-bearing panels are associated with the device, and with the other components, in an identical manner. It is possible to replace posts with load-bearing panels.
- Facade walls and partitions straight or broken, can be mounted in continuity thanks to the device and to the order of installation of the components, and consisting of either a set of load-bearing panels, or load-bearing panels and free panels, or posts and free panels.
- the principle of lateral tightening in all desired directions allows direct sealing of the walls and the use of finished vertical components.
- the facades and partitions can be maintained identically thanks to the grooves.
- the fixing methods of the posts and load-bearing panels allow designs and materials
- the posts can directly assemble free panels in a large number of combinations. It is possible to realize staggered levels with panels assembled directly to the posts ...
- the system presents a great homogeneity thanks to the possibilities of the device allowing the reduction of the number of operations and of attached fixing parts, the speed of implementation, the possible use of finished horizontal, inclined and vertical components, ready to use, assembled directly and easily separable without deterioration.
- Figure 32 shows an embodiment and the functioning of the system.
- two self-supporting floor components L
- a double beam J
- a simple beam K
- free panel F
- the operas are performed in the following order.
- the lower part (B) is overlapped on the part (E) which is the upper end of the lower pole tube (N)
- the fasteners (M) of the horizontal elements in this example there are no inclined elements, are engaged in the lower part (B) and inserted in its notches (C
- the upper part (B) is put in place.
- the element attachments are therefore trapped by the two parts (B), here identical and inverted.
- the free panel (F) has tabs at the bottom and at the top (0) which fit into the grooves (P) formed by the various horizontal elements, and inclined, juxtaposed.
- the panel rests on the horizontal elements the post (N) upper is lowered and its lower end (A) fitted to the two parts (B).
- the holes (D) in the bottom of the parts (B) are wider than the part (A).
- the post can therefore be almost completely lowered without being plated against the panel (F). It is only for screwing the part (A) with the part (E) that it is tightened laterally. itself the tube (I) from above using the part (E).
- the outer envelope (P) of the post which is not driven by the rotation of the tube, can have removable joints (Q) and arranged according to the needs of the panel assemblies. The assembly is carried out when the parts (B ) are blocked against each other.
- the various components and the parts of the device can have various shapes.
- the parts (B) can be square, cylindrical, polygonal, triangular, star ... the same for the posts
- the beams can be of various designs, as well as the panels which can have windows, doors, storage, various equipment.
- the components can be made of heavy and light materials.
- the parts (B) can be made of metal or molded plastic materials. In some cases, they can be attached to the vertical elements.
- the interior walls of the parts can be slightly inclined, the notches slightly open to facilitate the positioning of the element attachments.
- the parts can have internal stops for better locking of the attachments.
- the item attachments can be adjustable.
- the system can be used in all or part of its possibilities. Thus the principle of posts and fitted panels tightening laterally is applicable independently of the device which can be replaced by other types of legs and modes of connection of the horizontal and inclined elements.
- This assembly system finds applications for various types of dismountable constructions such as temporary constructions, auxiliary, exhibitions, weekends, leisure, emergency, construction sites, base-lives, d homes, offices, interior fittings to premises, exterior fittings ...
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
L'invention concerne un système d'assemblages rapides de composants préfabriqués,poutres,poutrelles et/ou cadres rigides et/ou éléments autoportants de planchers,toitures,ainsi que des montants,poteaux,panneaux porteurs et non porteurs de façades et cloisons,ces divers composants,combinables entre eux de multiples façons,étant assemblés "à sec" à l'aide d'un dispositif qui permet de supprimer un grand nombre de pièces annexes de liaison,d'opérations de clouages, vissages,boulonnages,et d'associer des composants finis,en autorisant la réalisation sur place de constructions variées sur un ou plusieurs niveaux,habitables ou non,ouvertes ou fermées,adaptables à des supports même irréguliers,des terrains en pente,et dont les composants cités sont aisément séparables les uns des autres sans détérioration et réutilisables en d'autres lieux pour des constructions identiques ou différentes,elles-mêmes démontables et transportables.The invention relates to a rapid assembly system of prefabricated components, beams, beams and / or rigid frames and / or self-supporting elements of floors, roofs, as well as uprights, posts, load-bearing and non-load-bearing panels of facades and partitions, these various components, which can be combined with one another in multiple ways, being assembled "dry" using a device which makes it possible to remove a large number of ancillary connecting parts, nailing, screwing, bolting, and combine finished components, authorizing the realization on site of various constructions on one or more levels, habitable or not, open or closed, adaptable to even irregular supports, sloping ground, and whose cited components are easily separable from each other others without deterioration and reusable in other places for identical or different constructions, themselves removable and transportable.
L'état de la technique antérieure est précisé à travers trois brevets. Le brevet FR-A-2 314 316 décrit un procédé qui comporte essentiellement des éléments de structure,poteaux et poutres, et des éléments de remplissages.Les éléments de structure sont assemblés par boulonnages.Il est nécessaire pour fixer les poteaux à leur appui et pour les superposer entre eux de boulonner les platines soudées à leurs extrémités.Les poutres,pour les relier aux poteaux,doivent être boulonnées aux ailettes des noeuds constitués de deux demi-colliers enserrés autour des poteaux par boulonnage.Les mêmes principes sont appliqués pour les poutres en console,les fermes.Les éléments de remplissages horizontaux sont des dalles qui reposent sur les poutres.Les éléments de remplissages verticaux sont constitués de grilles qui reçoivent différents types de revêtements.Il en résulte que si le procédé offre de larges possibilités d'utilisations les différentes opérations de boulonnages réclament beaucoup de temps.D'autre part les éléments de remplissages ne sont pas finis et nécessitent de recevoir des revêtements,en particulier pour les façades afin d'assurer leur étanchéité.Il n'y a pas d' éléments autoportants de planchers ou toitures directement fixés aux noeuds.La mise en oeuvre traditionnelle de certains composants principaux ne permet pas toujours des démontages sans détériorations. Le brevet FR-A- 923 264 décrit des dispositifs qui procèdent aux assemblages et blocages des éléments par resserrement des uns contre les autres effectué à l'aide de la force de serrage d'un boulon.La rigidité et le maintien des assemblages dépendent d'une part de la force de serrage et d'autre part du blocage des éléments les uns contre les autres.Aussi faut-il que suivant le nombre d'éléments ceux-ci soient spécialement adaptés pour se bloquer mutuellement.Ceci a pour inconvénient de ne pas permettre de multiples combinaisons à partir des mêmes éléments de base préfabriqués,répétitifs, identiques.Lorsqu'il s'agit d'assembler des éléments horizontaux avec des éléments verticaux le dispositif se présente sous une forme différente et le boulon est horizontal. Ceci empêche de positionner les éléments horizontaux dans certaines directions et de pouvoir assembler des éléments cadres ou autoportants.D'autre part l'extrémité des éléments horizontaux doit être suffisamment large pour éviter leur basculement et assurer leur maintien.Aussi ne peut-on assembler qu'un nombre limité d'éléments.La solidité des assemblages ne dépend que de la force de serrage du boulon,de ce fait les montants verticaux ne peuvent subir que de faibles sollicitations et ne peuvent être assimilés à des poteaux. Outre que le procédé ne prévoit que des poutres horizontales un même dispositif n'assemble pas soit uniquement les poutres entre elles soit une ou plusieurs poutres avec un élément ou deux éléments verticaux superposés.Ce procédé est donc adapté à certains types de constructions.Dans sa conception générale ce brevet concerne "tous les dispositifs visant à utiliser la force de serrage d'un boulon conique de manière que ses composantes sur des surfaces coniques ou prismatiques assurent le serrage dans deux plans orthogonaux et surtout le blocage des pièces les unes contre les autres. Le brevet FR-A-2 414 104 décrit un dispositif d'assemblages de poutres à des poteaux.Les poutrelles sont fixées par boulonnage sur des pattes engagées dans les glissières du noeud.Le noeud n'est pas prévu pour assemler seulement des poutres entre elles.Il est toujours associé à la partie haute des poteaux qui ne sont pas superposables.Le système est conçu par rapport à une forme géométrique particulière qui se combine mais les constructions sont sur un seul niveau.The state of the prior art is specified through three patents. Patent FR-A-2 314 316 describes a process which essentially comprises structural elements, columns and beams, and filling elements. The structural elements are assembled by bolts. It is necessary to fix the columns to their support and to superimpose them between bolting the plates welded at their ends. The beams, to connect them to the posts, must be bolted to the fins of the nodes made up of two half-collars clamped around the posts by bolting. The same principles are applied for the console beams, trusses. The horizontal filling elements are slabs which rest on the beams. The vertical filling elements consist of grids which receive different types of coverings. It follows that if the process offers wide possibilities of uses the various operations of bolting require a lot of time. On the other hand the elements of fillings are not finished and born cease to receive coatings, in particular for facades to ensure their watertightness. There are no self-supporting elements of floors or roofs directly attached to the nodes. The traditional implementation of certain main components does not always allow disassembly without damage. The patent FR-A-923 264 describes devices which carry out the assemblies and blockings of the elements by tightening against each other carried out using the tightening force of a bolt. The rigidity and the maintenance of the assemblies depend on on the one hand the clamping force and on the other hand the blocking of the elements against each other. Also it is necessary that according to the number of elements these are specially adapted to block each other. This has the disadvantage of do not allow multiple combinations from the same prefabricated, repetitive, identical basic elements. When it is a question of assembling horizontal elements with vertical elements the device is presented in a different form and the bolt is horizontal. This prevents the horizontal elements from being positioned in certain directions and the ability to assemble frame or self-supporting elements. On the other hand, the end of the horizontal elements must be wide enough to prevent them from tipping over and to ensure their maintenance. 'a limited number of elements.The strength of the assemblies depends only on the tightening force of the bolt, therefore the vertical uprights can only be subjected to low stresses and can not be assimilated to posts. In addition to the fact that the method only provides for horizontal beams, the same device does not assemble either only the beams together or one or more beams with one element or two superimposed vertical elements. This method is therefore suitable for certain types of construction. general design this patent concerns "all the devices aiming to use the tightening force of a conical bolt so that its components on conical or prismatic surfaces ensure the tightening in two orthogonal planes and especially the blocking of the parts against each other The patent FR-A-2 414 104 describes a device for assembling beams to posts. The beams are fixed by bou lonnage on legs engaged in the slides of the knot.The knot is not intended to assemble only beams between them.It is always associated with the upper part of the posts which are not superimposable.The system is designed in relation to a particular geometric shape which combines but the constructions are on one level.
Le système de l'invention comprend un dispositif d'assemblages rapides de composants préfabriqués horizontaux et inclinés entre eux.Ces composants sont des poutrelles,des poutres,des cadres ou des éléments autoportants de planchers et toitures.Le dispositif permet d'associer à ces composants des éléments verticaux qui sont des montants,des poteaux,des panneaux porteurs.Enfin le dispositif et les modes de stabilisation des poteaux et des panneaux porteurs autorisent la mise en place de composants préfabriqués de façades et cloisons maintenus par simple association avec les divers autres composants.The system of the invention comprises a device for rapid assembly of prefabricated horizontal components and inclined therebetween. These components are beams, beams, frames or self-supporting elements of floors and roofs. The device makes it possible to associate with these components of the vertical elements which are uprights, posts, load-bearing panels. Finally, the device and the modes of stabilization of the posts and load-bearing panels allow the installation of prefabricated components of facades and partitions maintained by simple association with the various others components.
Le dispositif est essentiellement constitué d'un axe vertical (A) et de deux pièces (B),dont l'une au moins est en forme de manchon ou couronne et dispose d'encoches verticales (C),le fond (D). des pièces étant largement percé.Figure 1. Les encoches sont destinées à recevoir les attaches préfixées aux extrémités ou aux angles des composants horizontaux et inclinés.Ces attaches peuvent ainsi être emprisonnées par deux pièces identiques et inversées,ou deux pièces différentes,celles-ci étant resserrées l'une contre l'autre le long de l'axe vertical.Le resserrement se fait à l'aide de goupilles,figure 1,à l'aide d'éléments vissants ou avec les deux, Figure 2.L'axe vertical assure la rigidité du dispositif quel que soit le nombre d'éléments assemblés.The device essentially consists of a vertical axis (A) and two parts (B), at least one of which is in the form of a sleeve or crown and has vertical notches (C), the bottom (D). parts being largely drilled. Figure 1. The notches are intended to receive the fasteners prefixed at the ends or at the angles of the horizontal and inclined components. These fasteners can thus be trapped by two identical and inverted parts, or two different parts, these being tightened against each other along the vertical axis. The tightening is done using pins, figure 1, using screw elements or with both, Figure 2. vertical ensures the rigidity of the device regardless of the number of elements assembled.
Les attaches préfixées aux éléments horizontaux et inclinés sont adaptées à être insérées dans les encoches et maintenues emprisonnées par les pièces. Pour les poutres et les poutrelles les attaches peuvent être en forme de T,figure 3,ou de L,figure 4.Elles sont en forme de T par exemple lorsqu'une seule poutre est fixée à une encoche,en L lorsque deux éléments sont insérés à une encoche. Figure 5.Ainsi une poutre peut être composée de l'assemblage de deux éléments identiques dissociables et utilisales séparément.Il est alors possible d'associer à une même encoche une poutrelle soit horizontale soit inclinée à une autre poutrelle inclinée dans une autre direction.The fasteners prefixed to the horizontal and inclined elements are adapted to be inserted into the notches and kept trapped by the parts. For beams and beams, the fasteners can be T-shaped, Figure 3, or L, Figure 4. They are shaped of T for example when a single beam is fixed to a notch, in L when two elements are inserted in a notch. Figure 5: A beam can be made up of two identical elements that can be separated and used separately. It is then possible to associate a beam, either horizontal or inclined, with another beam inclined in another direction.
Ce principe combiné aux différentes directions horizontales des encoches périphériques permet la réalisation de fermes, charpentes et autres structures spatiales démontables.Figures 6 et 8.This principle combined with the different horizontal directions of the peripheral notches allows the realization of trusses, frames and other removable spatial structures. Figures 6 and 8.
Les poutres ou poutrelles peuvent disposer d'attaches articulées permettant d'assembler les mêmes éléments dans toutes les inclinaisons voulues.Figure 7.Beams or beams may have articulated fasteners allowing the same elements to be assembled in any desired inclination. Figure 7.
Les attaches des éléments cadres et des éléments finis autoportants de planchers et toitures sont adaptées aux différentes formes générales possibles de ces éléments:carrées, rectangulaires,triangulaires,hexagonales,...La conception du dispositif permet aux attaches de ces éléments de disposer de plusieurs branches s'insérant dans plusieurs encoches à la fois pour constituer un maintien résistant.Figure 9.The fasteners of the frame elements and the self-supporting finished elements of floors and roofs are adapted to the different possible general shapes of these elements: square, rectangular, triangular, hexagonal, etc. The design of the device allows the fasteners of these elements to have several branches inserted into several notches at the same time to constitute a resistant support. Figure 9.
Ces éléments s'assemblant côte à côte une partie de l'attache de l'un s'insère dans la même encoche q'une partie de l' attache de l'autre.De même l'attache d'une poutrelle,ou demi poutre,peut s'insérer dans la même encoche qu'une partie de l'attache d'un élément cadre ou autoportant de manière à constituer une poutre de rive par exemple.Figure 10.These elements are assembled side by side a part of the fastener of one fits into the same notch as a part of the fastener of the other. Similarly the fastener of a beam, or half beam, can be inserted in the same notch as part of the attachment of a frame or self-supporting element so as to constitute a shore beam for example. Figure 10.
Les éléments inclinés cadres et autoportants disposent du même principe d'attachese.Celles-ci sont adaptées à l'inclinaison des plans ou toitures qui peuvent avoir des géométries variées suivant les effets recherchés.The inclined frame and self-supporting elements have the same attachment principle, which are adapted to the inclination of the planes or roofs which can have different geometries depending on the desired effects.
Le nombre des encoches aménagées sur les pièces du dispositif dépend des formes générales des éléments,des trames et combinaisons de trames constructives envisagées.The number of notches arranged on the parts of the device depends on the general shapes of the elements, frames and combinations of constructive frames envisaged.
Les encoches verticales permettent aux différentes attaches de se présenter selon des plans verticaux et donc d'offrir de bonnes résistances aux efforts ainsi que d'éviter les basculements des poutres.Suivant la nature et fonction des constructions les pièces (B) et les encoches sont plus ou moins hautes.D'autre part deux pièces (B) disposant d'encoches et installées ainsi en opposition sont préférables à une seule pièce disposant d'encoches dans le cas ou les pièces sont fortement sollicitées et les attaches des éléments sont hautes et difficiles à engager.The vertical notches allow the different fasteners to appear in vertical planes and therefore to offer good resistance to forces as well as to avoid tilting of the beams. Depending on the nature and function of the constructions, the parts (B) and the notches are more or On the other hand, two parts (B) having notches and installed in opposition are preferable to a single part having notches in the case where the parts are highly stressed and the fasteners of the elements are high and difficult to to hire.
Un même dispositif permet donc d'assembler directement entre eux des éléments horizontaux et inclinés de différents types dont des composants finis et autoportants de planchers et toitures.De multiples combinaisons d'éléments sont ainsi réalisables.A single device therefore allows horizontal and inclined elements of different types to be assembled directly together, including finished and self-supporting components of floors and roofs. Multiple combinations of elements are thus possible.
Le dispositif permet d'associer à ces éléments des composants verticaux qui sont des montants,des poteaux et des panneaux.The device makes it possible to associate with these elements vertical components which are uprights, posts and panels.
Les montants peuvent être directement fixés avec l'axe du dispositif par goupillage,vissage,ou les deux,suivant les mêmes dispositions que pour le resserrement des pièces (B), voir figures 1 et 2.Le dispositif peut donc s'associer en partie haute des montants,figure 11,en partie basse,figure 12,comme entre deux montants superposés,figure 13,et dans les différents cas effectuer le resserrement des pièces (B) l'une sur l'autre.Les montants peuvent être de conception adaptée aux besoins.The uprights can be directly fixed with the axis of the device by pinning, screwing, or both, according to the same provisions as for the tightening of the parts (B), see Figures 1 and 2.The device can therefore be associated in part top of the uprights, figure 11, in the lower part, figure 12, as between two superimposed uprights, figure 13, and in the different cases tighten the parts (B) one on the other. The uprights can be of design adapted to needs.
La partie basse des montants peut constituer l'axe (A) du dispositif,figure 14.Ceci a pour avantages de réduire le nombre de verrouillages à effectuer et d'assurer des assemblages très rigides,les pièces du dispositif étant bloquées l'une sur l'autre.Ceci est réalisable avec des pièces (B) dont la coupe verticale est plus ou moins en forme de H permettant à la pièce (B) basse d'être maintenue latéralement par simple chevauchement sur l'extrémité haute du montant, figure 15.Les attaches des éléments horizontaux et inclinés peuvent alors être mises en place avant que l'axe soit emmanché.The lower part of the uprights can constitute the axis (A) of the device, FIG. 14. This has the advantages of reducing the number of interlocks to be carried out and of ensuring very rigid assemblies, the parts of the device being blocked one on the other. This can be done with parts (B) whose vertical section is more or less in the shape of an H allowing the low part (B) to be held laterally by simple overlap on the upper end of the upright, figure 15.The fasteners of the horizontal and inclined elements can then be put in place before the axis is fitted.
Dans le cas où les montants sont vissés,ou vissés et goupillés,avec les montants inférieurs la partie (A) des montants est cylindrique et le percement du fond (D) des pièces (B) est circulaire.Dans les autres cas ces parties peuvent avoir d'autres formes.Dans tous les cas les pièces (B) peuvent avoir des formes générales variées.In the case where the uprights are screwed, or screwed and pinned, with the lower uprights the part (A) of the uprights is cylindrical and the piercing of the bottom (D) of the parts (B) is circular. In the other cases these parts can have other shapes. In any case the pieces (B) can have various general forms.
Les poteaux et panneaux sont fixés aux dispositifs et aux éléments auxquels ils se superposent suivant les mêmes principes que les montants.Ils disposent donc en partie basse d' une pièce (A) qui constitue l'axe du dispositif,en partie haute d'une cavité (E),semblable à la partie haute des montants,qui reçoit l'extrémité de la pièce (A) emmanchée.Figure 16 et suivantes.The posts and panels are fixed to the devices and to the elements on which they are superimposed according to the same principles as the uprights. They therefore have in the lower part of a part (A) which constitutes the axis of the device, in the upper part of a cavity (E), similar to the upper part of the uprights, which receives the end of the fitted part (A). Figure 16 et seq.
En parties basses des constructions les dispositifs reposent sur des pieds,vérins ou autres éléments d'appui qui disposent des mêmes cavités (E) en partie haute.Les composants verticaux,poteaux ou panneaux porteurs,sont donc,aussi bien au premier niveau que lors des superpositions,stabilisés par emmanchement de leur pièce (A) qui constitue un véritable ancrage.Figure 16.In the lower parts of the constructions, the devices rest on feet, jacks or other support elements which have the same cavities (E) in the upper part. The vertical components, posts or load-bearing panels, are therefore, both at the first level and during overlays, stabilized by fitting their part (A) which constitutes a real anchorage. Figure 16.
Les éléments horizontaux ou inclinés hauts qui constituent les charpentes ou toitures sDt fixés à l'aide d'un dispositif haut dont l'axe (A) indépendant est engagé dans la cavité (E) des derniers éléments.Figure 17.The horizontal or high inclined elements which constitute the frameworks or roofs sDt fixed using a high device whose independent axis (A) is engaged in the cavity (E) of the last elements. Figure 17.
Ce système est aussi bien adapté à des poteaux que des panneaux porteurs.This system is as well suited to posts as load-bearing panels.
Dans le cas d'éléments lourds,tels que poteaux ou panneaux en béton par exemple,ou dans le cas de certaine constructions provisoires,les simples emmanchements des pièces (A) dans les dispositifs et dans les cavités (E) peuvent suffire à la stabilité des éléments et celle des constructions. Dans les autres cas les pièces (A) sont fixées,solidarisées avec les pièces (E).Les fixations peuvent être réalisées à l'aide de goupilles comme précédemment.In the case of heavy elements, such as posts or concrete panels for example, or in the case of certain temporary constructions, simple fitting of the parts (A) in the devices and in the cavities (E) may be sufficient for stability elements and that of constructions. In other cases, the parts (A) are fixed, secured to the parts (E). The fixings can be made using pins as above.
Les fixations peuvent être aussi effectuées à l'aide de boulons vissés latéralement sur un percement fileté traversant la paroi de la pièce (E).Par vissage le boulon bloque la pièce (A).Celle-ci peut disposer d'une extrémité inclinée facilitant l'abaissement de l'élément sous l'effet du vissage du boulon tout en assurant le blocage.Figure 18.Ce principe permet de fixer les poteaux ou panneaux quelles que soit leur orientation horizontales lorsque les pièces (A) etThe fixings can also be made using bolts screwed laterally on a threaded hole passing through the wall of the part (E). By screwing the bolt blocks the part (A). This can have an inclined end facilitating the lowering of the element under the effect of screwing the bolt while ensuring the locking.Figure 18.This principle makes it possible to fix the posts or panels whatever their horizontal orientation when the parts (A) and
(E) sont cylindriques.Si ces pièces ont d'autres formes,les éléments peuvent être fixés dans les différentes orientations possibles avec ces formes.(E) are cylindrical. If these parts have other shapes, the elements can be fixed in different orienta tions possible with these forms.
Ainsi avec des éléments horizontaux et inclinés ou non et un ensemble de panneaux,panneaux droits,panneaux d'angles disposant chacun d'une pièce (A) basse et d'une pièce haute (E) on peut réaliser des constructions fermées,sur un ou plusieurs niveaux,avec ou non des poteaux intérieurs,dont les parois sont rectilignes ou brisées.L'ensemble des opérations d'assemblages des composants se faisant gràce au seul dispositif.Figures 19 et 20.Thus with horizontal elements and inclined or not and a set of panels, straight panels, corner panels each having a low part (A) and a high part (E) it is possible to produce closed constructions, on a or several levels, with or without interior posts, the walls of which are straight or broken. All the assembly operations of the components are carried out using the single device. Figures 19 and 20.
Le montage de principe s'effectue de la manière suivante.Les pieds ou vérins ou autres éléments d'appui sont placés sur le sol.Ils reçoivent les pièces (B) chevauchées.Les éléments bas horizontaux sont installés,ce sont des poutres ou des cadres recevant des dalles de plancher,ou des éléments plancher autoportants.Les pièces (B) inversées sont engagées sur les attaches des éléments.Les panneaux sont successivement mis en place et stabilisés par l'emmanchement de leur pièce (A).De même pour les poteaux éventuels.Ces éléments reçoivent les dispositifs hauts avec lesquels sont fixés les éléments toiture ou plancher intermédiaire.Les toitures sont des éléments dalles rapportés sur des poutres ou des cadres, ou des éléments finis autoportants.The basic assembly is carried out as follows: the feet or jacks or other support elements are placed on the ground. They receive the overlapped parts (B). The horizontal bottom elements are installed, these are beams or frames receiving floor slabs, or freestanding floor elements. The inverted parts (B) are engaged on the element fasteners. The panels are successively put in place and stabilized by the fitting of their part (A). the possible posts. These elements receive the high devices with which are fixed the elements roof or intermediate floor. The roofs are elements slabs reported on beams or frames, or self-supporting finished elements.
Ce principe de montage est valable avec toute trame constructive.Les panneaux peuvent avoir différentes découpes et formes,les toitures peuvent être horizontales ou inclinées.This principle of assembly is valid with any constructive frame. The panels can have different cuts and shapes, the roofs can be horizontal or inclined.
Lors du montage les panneaux sont successivement accolés les uns contre les autres et en même temps abaissés pour emmancher leur pièce basse.Figure 21.L'étanchéité des parois peut être effectuée en intercalant au fur et à mesure entre les éléments des languettes,des joints,lors du montage.Des joints souples préfixés sur les rives des panneaux peuvent être compressés lors des accolements successifs. Aussi les mouvements simultanés de poussée latérale et d'abaissement, figure 21,ne sont pas facilités : risque d'arrachement des joints,mauvais glissement de matériaux mis en contact,etc.. La conception des pièces pallie à ces inconvénients.During assembly, the panels are successively joined against each other and at the same time lowered to fit their lower part. Figure 21: The walls can be sealed by progressively inserting between the elements of the tongues, seals , during assembly. Flexible joints prefixed on the edges of the panels can be compressed during successive joints. Also the simultaneous movements of lateral thrust and lowering, FIG. 21, are not facilitated: risk of tearing of the joints, poor sliding of materials brought into contact, etc. The design of the parts overcomes these drawbacks.
En effet les pièces (B) ont une forme,en coupe,à peu près en H diminué.De ce fait la pièce (B) basse est maintenue latéra lement par chevauchement sur la pièce (E) et la pièce (B) haute est,une fois le dispositif reserré,maintenue par l' élargissement supérieur (Al) de la pièce (A).Figure 22.Le percement du fond (D) des pièces (B) peut donc être plus large que la pièce (A) puisque celle-ci ne maintient pas directement les pièces latéralement.Il en résulte que la pièce (A) de l'élément vertical à installer peut être engagée profondément dans le dispositif sans être axée avec la pièce (E).L'élément peut donc être abaissé presque complètement sans être simultanément accolé contre le panneau auquel il s'assemble.Ce n'est plus alors qu'au dernier moment qu'il est nécessaire d'appliquer au panneau une poussée composée,à la fois horizontale et verticale.Figure23.In fact, the pieces (B) have a cross-sectional shape, roughly in a reduced H shape, so the low piece (B) is held laterally by overlapping on the piece (E) and the piece (B) Once the device is tightened, the upper part is held in place by the upper enlargement (Al) of the part (A). Figure 22 The piercing of the bottom (D) of the parts (B) can therefore be wider than the part (A ) since this does not directly hold the pieces laterally. As a result, the piece (A) of the vertical element to be installed can be engaged deeply in the device without being oriented with the part (E). therefore be lowered almost completely without being simultaneously attached to the panel to which it is assembled. It is only then at the last moment that it is necessary to apply to the panel a compound thrust, both horizontal and vertical. Figure 23.
Ce dernier mouvement peut encore être facilité et rendu progressif par des pièces ou des zones de pièces inclinées ou coniques.Figure 24.Les parties coniques peuvent être filetées.This last movement can be further facilitated and made progressive by inclined or conical parts or parts zones. Figure 24: The conical parts can be threaded.
Ce mouvement résltant de resserrement latéral peut être effectué dans toutes les directions.This resulting movement of lateral tightening can be carried out in all directions.
Ainsi le seul dispositif permet d'assembler entre eux des panneaux stabilisés par emmanchement et bloqués les uns contre les autres par resserrement latéral en réalisant l'étanchéité des parois rectilignes ou brisées.Avec ce système les panneaux peuvent être entièrement préfabriqués,revêtements extérieur et intérieur compris.Thus the only device makes it possible to assemble between them panels stabilized by fitting and blocked against each other by lateral tightening by sealing the straight or broken walls. With this system the panels can be entirely prefabricated, exterior and interior coverings including.
Les panneaux décrits jusqu'à présent sont tous pourvus d'une pièce basse (A) et d'une pièce haute (E).Ce sont des panneaux porteurs.Par leur ancrage ils sont stabilisateurs des constructions.The panels described so far are all provided with a low part (A) and a high part (E). They are load-bearing panels. By their anchoring they are stabilizers of the constructions.
Les poteaux sont munis des mêmes pièces.Ils peuvent comme les panneaux se resserrer latéralement dans toutes les directions lors de leur mise en place.The posts are fitted with the same parts; they can, like the panels, tighten laterally in all directions when they are put in place.
Ces éléments poteaux et panneaux stabilisateurs peuvent assembler des panneaux "libres" (F),figure 25,qui sont des panneaux dépourvus de pièces (A) et (E).Ces panneaux libres se situent entre les éléments porteurs poteaux et/ou panneaux.These post and stabilizing panel elements can assemble "free" panels (F), FIG. 25, which are panels devoid of parts (A) and (E). These free panels are located between the post and / or panel bearing elements.
L'ensemble des panneaux et poteaux disposent de rainures latérales en creux et/ou en relief permettant d'intercaler au besoin des languettes ou des joints dsassemblage.Ces élé-ments s'emboîtent les uns dans les autres lors des accolements et resserrements.Les panneaux libres sont ainsi solidarisés à des éléments stables,les poteaux.et/ou panneaux porteurs.All of the panels and posts have recessed and / or raised lateral grooves allowing the insertion of tabs or assembly joints if necessary . elements fit into each other during joining and tightening. The free panels are thus secured to stable elements, the posts. and / or load-bearing panels.
Les panneaux libres,comme les autres panneaux,reposent sur des poutres,des cadres ou des éléments plancher.Ils sont superposés par des potres,des cadres,des éléments autoportants de planchers intermédiaires ou de toiture.Aussi est-il aisé de les maintenir en partie basse et en partie haute par les divers éléments horizontaux et inclinés.Des dispositions ou réservations peuvent être prévues sur les divers éléments afin que ,compte tenu de l'ordre de mise en oeuvre, ceux-ci s'adaptent directement et se maintiennent par association. Une disposition simple est d'utiliser les rainures constituées par les juxtapositions des éléments horizontaux et inclinés.En effet cesréseauxde rainures,qui correspondent aux trames constructives,sont superposés ,dans les mêmes plans verticaux.Ces rainures peuvent donc être adaptées à recevoir des languettes (O) préfixées en parties basse et haute des panneaux de façades et cloisons.Figure 32.The free panels, like the other panels, rest on beams, frames or floor elements. They are superimposed by beams, frames, self-supporting elements of intermediate floors or roofing. Also it is easy to keep them in lower part and upper part by the various horizontal and inclined elements. Provisions or reservations can be provided on the various elements so that, taking into account the order of implementation, these adapt directly and are maintained by association. A simple arrangement is to use the grooves formed by the juxtapositions of the horizontal and inclined elements. Indeed these groove networks, which correspond to the constructive frames, are superimposed, in the same vertical planes. These grooves can therefore be adapted to receive tabs ( O) prefixed in the lower and upper parts of the facade panels and partitions. Figure 32.
Il est donc possible de maintenir aussi bien des panneaux de façades que de cloisons par simple reserrement latéral grâce au dispositif et par simple association avec les autres éléments.It is therefore possible to maintain both facade panels and partitions by simple lateral tightening thanks to the device and by simple association with the other elements.
Il a été précisé que les éléments stabilisateurs,poteaux ou panneaux,sont stabilisés par emmanchement de leur pièce (A) dans le dispositif et dans la pièce (E) des éléments auquels ils sont superposés.Il a été noté que dans certaines constructions ces emmanchements seuls sont suffisants,que par ailleurs il peut être effectué un goupillage entre la pièce (A) et la pièce (E).Ce goupillage se fait sous le dispositif. Cette opération peut être difficile à réaliser dans certains cas,en particulier au niveau bas des constructions et lorsque les éléments plancher sont installés.It has been specified that the stabilizing elements, posts or panels, are stabilized by fitting their part (A) into the device and in the part (E) of the elements on which they are superimposed. It has been noted that in certain constructions these sleeves only are sufficient, that in addition it can be carried out a pinning between the part (A) and the part (E). This pinning is done under the device. This operation can be difficult to carry out in certain cases, in particular at the low level of constructions and when the floor elements are installed.
Comme dans le cas des montants les pièces (&) peuvent être vissées aux pièces (E).Cependant les éléments poteaux et panneaux stabilisateurs ne peuvent être tournés sur eux-mêmes lorsqu'ils s'accolent et se resserrent contre des panneaux.As in the case of the uprights, the pieces (&) can be screwed to the pieces (E). However, the post elements and stabilizing panels cannot be turned on themselves when they join and tighten against the panels.
Une solution,figure 26,consiste en une tige (G),dont l'extrémité basse est filetée,logée dans le corps des poteaux ou des panneaux stabilisateurs,qui peut être manoeuvrée par le haut des éléments tout le corps des éléments.La tige filetée passe dans la pièce (A),qui est emmanchée comme précédemment,et débouche en bas des éléments.La tige se visse à la pièce (E) ou dans le cas de superposition,de poteaux ou panneaux,à l'extrémité haute de la tige filetée inférieure solidaire d'un écrou (H) servant à manoeuvrer la tige.One solution, Figure 26, consists of a rod (G), the lower end of which is threaded, housed in the body of the posts or stabilizing panels, which can be operated from the top of the elements, the entire body of the elements. threaded passes through the part (A), which is fitted as before, and opens at the bottom of the elements. The rod is screwed to the part (E) or in the case of overlapping, posts or panels, at the upper end of the lower threaded rod secured to a nut (H) used to maneuver the rod.
La pièce (A) peut être solidaire de la tige et tourner avec elle.Si la tige est assez rigide elle peut remplacer la pièce (A) et constituer l'emmanchement et l'ancrage.The part (A) can be integral with the rod and turn with it. If the rod is rigid enough it can replace the part (A) and constitute the fitting and the anchoring.
Une solution similaire,figure 27,consiste en un tube cylindrique (I) pouvant tourner sur lui-même,comme la tige,sans entrainer le corps des éléments.Dans ce cas la pièce (A) est solidaire du tube en partie basse ainsi que la pièce (E) en partie haute.Le tube est donc assimilable à un montant cylindrique logé dans le corps des poteaux ou panneaux stabilisateurs.En superposition des éléments entre eux les tubes sont donc directement reliés les uns aux autres tout en emmanchant le dispositif,ce qui constitue des liaisons très rigides.En partie basse des constructions les tubes sont-directement reliés aux extrémités (E) des éléments d'appui,vérins,pieds...En partie haute des constructions le dispositif est relié aux tubes à l'aide d'axes (A) indépendants.A similar solution, figure 27, consists of a cylindrical tube (I) which can turn on itself, like the rod, without entraining the body of the elements. In this case the part (A) is integral with the tube in the lower part as well as the part (E) in the upper part. The tube is therefore comparable to a cylindrical upright housed in the body of the posts or stabilizing panels. By superposition of the elements between them, the tubes are therefore directly connected to each other while engaging the device, which constitutes very rigid connections. In the lower part of the constructions, the tubes are directly connected to the ends (E) of the support elements, jacks, feet, etc. In the upper part of the constructions, the device is connected to the tubes. using independent axes (A).
La partie (A) des tubes permet d'effectuer les resserrements latéraux comme précédemment.The part (A) of the tubes makes it possible to carry out the lateral tightening operations as above.
Ce principe avec tubes présente des avantages.En premier lieu la conception des tubes étant identique aux montants la fabrication des éléments est simplifiée et les éléments sont interchangeables,les tubes pouvant être utilisés seuls ou associés avec le corps des composants poteaux et panneaux porteurs.Les tubes étant creux ils sont à chaque fois directement utilisables en descente d'eaux pluviales.Enfin les tubes peuvent être rorteurs,ainsi le corps des éléments est réalisable en divers matériaux et avec des formes variées.This principle with tubes has advantages. Firstly, the design of the tubes being identical to the uprights, the manufacture of the elements is simplified and the elements are interchangeable, the tubes being able to be used alone or associated with the body of the post and load-bearing panel components. tubes being hollow they are each time directly usable in descent of rainwater. Finally the tubes can be stiffening, thus the body of the elements is realizable in various materials and with varied forms.
A titre d'exemple le corps extérieur des poteaux peut être adapté par sa forme,et suivant les cas,à l'assemblage de panneaux libres dans différentes directions correspondant à la trame constructive employée.Ce corps peut être réalisé en plastique,ou dérivés,avoir une forme générale en étoile à huit branches dont les angles aigus font 90° (combinaison de deux carrés) et permettre d'assembler des panneaux épais en parois rectilignes,en angle de 90°,en angle de 135°,d'assem-2,3 ou 4 de ces panneaux,figure 28,et d'assembler des pan- neux plus minces,par exemple de cloisons,dans un plus grand nombre de combinaisons,figure 29.Ceci se faisant sans joint de liaison avec le poteau.By way of example, the external body of the posts can be adapted by its shape, and depending on the case, to the assembly of free panels in different directions corresponding to the constructive frame used. This body can be made of plastic, or derivatives, have a general star shape with eight branches whose acute angles are 90 ° (combination of two squares) and allow to assemble thick panels in rectilinear walls, at a 90 ° angle, at a 135 ° angle, to assemble 2,3 or 4 of these panels, FIG. 28, and to assemble thinner panels, for example of partitions, in a greater number of combinations, figure 29. This is done without a connection joint with the post.
Les pièces (B) du dispositif peuvent être de formes variées. la forme peut correspondre à celle des poteaux.Dans ces cas si la forme des poteaux permet d'assembler directement des panneaux il en est de même du dispositif.Ainsi il est possible de réaliser des niveaux décalés sans avoir recours à dl autres dispositions,figure 30,et d'intégrer les constructions en les adaptant à des terrains de pentes variées,figure 31.The parts (B) of the device can be of various shapes. the form can correspond to that of poteaux.Dans these cases if the shape of the posts can be imported directly panels so is even dispositif.Ainsi it is possible to achieve staggered levels without the use of the other provisions, Figure 30, and to integrate the constructions by adapting them to various slopes, Figure 31.
Le système de l'invention présente par rapport aux techniques antérieures un certain nombre d'avantages.En particulier le dispositif permet d'assembler avec rapidité des éléments horizontaux et inclinés de différents types par simple emprisonnement de leurs attaches,la rigidité du dispositif étant assurée quel que soit le nombre des éléments assemblés gràce à l'axe (A) et le blocage des pièces (B) l'une sur l' autre.Les encoches,le dédoublement des éléments poutres,les attaches des éléments cadres et autoportants,permettent de réaliser diverses structures spatiales,d'assurer les résistances des fixations,de juxtaposer les éléments et de constituer des réseaux de rainures.Les éléments verticaux,montants,poteaux et panneaux porteurs sont associés au dispositif,et aux autres composants,de manière identique.Il y a possibilité de substitution de poteaux avec des panneaux porteurs.Des parois de façades et cloisons,rectilignes ou brisées,peuvent être montées en continuité grace au dispositif et à l'ordre de mise en place des composants,et constituées soit d'un ensemble de panneaux porteurs,soit de panneaux porteurs et de panneaux libres,soit de poteaux et de panneaux libres.Le principe de resserrement latéral dans toutes les directions voulues permet de réaliser directement l'étanchéité des parois et l'utilisation de composants verticaux finis.Les façades et cloisons peuvent être maintenues de manière identique gràce aux rainures.Les modes de fixation des poteaux et panneaux porteurs autorisent des conceptions et matériaux variés.Les poteaux peuvent assembler directement des panneaux libres dans un grand nombre de combinaisons.Il est possible de réaliser des niveaux décalés avec des panneaux assemblés directement aux poteaux... D'une manière générale le système présente une grande homogénéité gràce aux possibilités du dispositif autorisant la réduction du nombre d'opérations et de pièces de fixation annexes,la rapidité de mise en oeuvre,l'utilisation possible de composants horizontaux,inclinés et verticaux finis,prêts à l'emploi,assemblés directement et aisément séparables sans détérioration.The system of the invention has a number of advantages over prior techniques. In particular, the device allows rapid assembly of horizontal and inclined elements of different types by simply trapping their fasteners, the rigidity of the device being ensured. whatever the number of the elements assembled thanks to the axis (A) and the blocking of the parts (B) one on the other. The notches, the splitting of the beam elements, the attachments of the frame and self-supporting elements, allow to realize various spatial structures, to ensure the strengths of the fixings, to juxtapose the elements and to constitute networks of grooves. The vertical elements, uprights, posts and load-bearing panels are associated with the device, and with the other components, in an identical manner. It is possible to replace posts with load-bearing panels. Facade walls and partitions, straight or broken, can be mounted in continuity thanks to the device and to the order of installation of the components, and consisting of either a set of load-bearing panels, or load-bearing panels and free panels, or posts and free panels. The principle of lateral tightening in all desired directions allows direct sealing of the walls and the use of finished vertical components. The facades and partitions can be maintained identically thanks to the grooves. The fixing methods of the posts and load-bearing panels allow designs and materials The posts can directly assemble free panels in a large number of combinations. It is possible to realize staggered levels with panels assembled directly to the posts ... Generally the system presents a great homogeneity thanks to the possibilities of the device allowing the reduction of the number of operations and of attached fixing parts, the speed of implementation, the possible use of finished horizontal, inclined and vertical components, ready to use, assembled directly and easily separable without deterioration.
La figure 32 montre un mode de réalisation et le fonctionnement du système.Il s'agit ici d'assembler,en superposition à d'autres éléments,deux composants autoportants de plancher (L),une poutre double (J),une poutre simple (K) et panneau libre (F) bloqué à l'aide du poteau (N) supérieur.Les opéras'effectuent dans l'ordre suivant..La pièce (B) basse est chevauchée sur la pièce (E) qui est l'extrémité haute du tube du poteau (N) inférieur.Les attaches (M) des éléments horizontaux,dans cet exemple il n'y a pas d'éléments inclinés, sont engagées dans la pièce (B) basse et insérées dans ses encoches (C).La pièce (B) haute est mise en place.Les attaches des éléments sont donc emprisonnées par les deux pièces (B),ici identiques et inversées.Le panneau libre (F) dispose en parties basse et haute de languettes (0) qui s'emboitent dans les rainures (P) constituées par les divers éléments horizontaux,et inclinés,juxtaposés.Le panneau reposé sur les éléments horizontaux le poteau (N) supérieur est abaissé et son extrémité basse (A) emmanchée aux deux pièces (B).Les percements (D) du fond des pièces (B) sont plus larges que la pièce (A).Le poteau peut donc être presqu'entièrement abaissé sans être plaqué contre le panneau (F).Ce n'est que pour le vissage de la pièce (A) avec la pièce (E) qu'il est resserré latéralement.Le vissage s'effectue en tournant sur lui-même le tube (I) par le haut à l'aide de la pièce (E). l'enveloppe extérieure (P) du poteau,qui n'est pas entrainée par la rotation du tube, peut disposer de joints (Q) amovibles et disposés suivant les besoins des assemblages des panneaux.L'assemblage est effectué lorsque les pièces (B) sont bloquées l'une contre l'autre.Figure 32 shows an embodiment and the functioning of the system. Here it is a question of assembling, in superposition with other elements, two self-supporting floor components (L), a double beam (J), a simple beam (K) and free panel (F) blocked using the upper post (N). The operas are performed in the following order..The lower part (B) is overlapped on the part (E) which is the upper end of the lower pole tube (N) The fasteners (M) of the horizontal elements, in this example there are no inclined elements, are engaged in the lower part (B) and inserted in its notches (C The upper part (B) is put in place. The element attachments are therefore trapped by the two parts (B), here identical and inverted. The free panel (F) has tabs at the bottom and at the top (0) which fit into the grooves (P) formed by the various horizontal elements, and inclined, juxtaposed.The panel rests on the horizontal elements the post (N) upper is lowered and its lower end (A) fitted to the two parts (B). The holes (D) in the bottom of the parts (B) are wider than the part (A). The post can therefore be almost completely lowered without being plated against the panel (F). It is only for screwing the part (A) with the part (E) that it is tightened laterally. itself the tube (I) from above using the part (E). the outer envelope (P) of the post, which is not driven by the rotation of the tube, can have removable joints (Q) and arranged according to the needs of the panel assemblies. The assembly is carried out when the parts (B ) are blocked against each other.
Le système est décrit suivant un mode de réalisation.Les divers composants et les pièces du dispositif peuvent avoir des formes variées.Ainsi les pièces(B) peuvent être carrées, cylindriques,polygonales,triangulaires,en étoile...de même pour les poteaux.Les poutres peuvent être de conceptions variées,ainsi que les panneaux qui peuvent disposer de fenêtres,portes,rangements,équipements divers.Les composants sont réalisables en matériaux lourds et légers.Les pièces (B) peuvent être en métal ou matériaux plastiques moulés. Elles peuvent être dans certains cas solidaires des éléments verticaux.Les parois intérieures des pièces peuvent être légèrement inclinées,les encoches légèrement ouvertes pour faciliter la mise en place des attaches des éléments.Les pièces peuvent comporter des butées intérieures pour un meilleur blocage des attaches.Les attaches des éléments peuvent être réglables. Le système est utilisable dans toutes ou parties de ses possibilités.Ainsi le principe de poteaux et panneaux emmanchés se resserrant latéralement est applicable indépendamment du dispositif qui peut être remplacé par d'autres types de piè-et modes de liaisons des éléments horizontaux et inclinés.The system is described according to an embodiment. The various components and the parts of the device can have various shapes. Thus the parts (B) can be square, cylindrical, polygonal, triangular, star ... the same for the posts The beams can be of various designs, as well as the panels which can have windows, doors, storage, various equipment. The components can be made of heavy and light materials. The parts (B) can be made of metal or molded plastic materials. In some cases, they can be attached to the vertical elements. The interior walls of the parts can be slightly inclined, the notches slightly open to facilitate the positioning of the element attachments. The parts can have internal stops for better locking of the attachments. The item attachments can be adjustable. The system can be used in all or part of its possibilities. Thus the principle of posts and fitted panels tightening laterally is applicable independently of the device which can be replaced by other types of legs and modes of connection of the horizontal and inclined elements.
Ce système d'assemblages trouve des applications pour des types variés de constructions démontables telles que des constructions provisoires,d'appoint,d'expositions,de week- end,de loisirs,d'urgence,de chantiers,de base-vies,d'habitations,de bureaux,des aménagements intérieurs à des locaux, aménagements extérieurs ...This assembly system finds applications for various types of dismountable constructions such as temporary constructions, auxiliary, exhibitions, weekends, leisure, emergency, construction sites, base-lives, d homes, offices, interior fittings to premises, exterior fittings ...
Claims (10)
Applications Claiming Priority (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8304918A FR2543189A1 (en) | 1983-03-25 | 1983-03-25 | Device for components for the assembly of construction elements |
FR8304918 | 1983-03-25 | ||
FR8316336A FR2553450B1 (en) | 1983-10-14 | 1983-10-14 | QUICK-ASSEMBLED CONSTRUCTIVE SYSTEM FOR VARIOUS AND DEMOUNTABLE CONSTRUCTIONS |
FR8316336 | 1983-10-14 | ||
FR8319901A FR2566029B2 (en) | 1983-03-25 | 1983-12-13 | CONSTRUCTION STABILIZER POST AND PANEL SYSTEM AND FREE PANEL ASSEMBLERS |
FR8319901 | 1983-12-13 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0126657A2 true EP0126657A2 (en) | 1984-11-28 |
EP0126657A3 EP0126657A3 (en) | 1984-12-27 |
Family
ID=27251154
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP84400598A Withdrawn EP0126657A3 (en) | 1983-03-25 | 1984-03-23 | Quick and reversible assembly systems constituted by various prefabricated building elements |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP0126657A3 (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1987001150A1 (en) * | 1985-08-16 | 1987-02-26 | Garry Randall Hart | Adjustable space frames |
AU632165B2 (en) * | 1989-09-20 | 1992-12-17 | Australian Slatwall Industries Pty. Limited | A connector assembly for a space frame |
FR2714701A1 (en) * | 1994-01-05 | 1995-07-07 | Ponsich Jean Michel | Space frame modular construction system |
WO1996009451A2 (en) * | 1994-09-23 | 1996-03-28 | Lignum Gmbh Messe- Und Ladenbausysteme | Connection system, in particular for constructing accommodation units and assembled furniture |
WO1999040277A1 (en) * | 1998-02-06 | 1999-08-12 | Protean Design Limited | Modular display unit |
US5957614A (en) * | 1994-09-23 | 1999-09-28 | Lignum Gmbh | Connecting system for constructing accommodation units and assembling furniture |
EP1231340A3 (en) * | 1997-04-10 | 2003-03-19 | Octanorm-Vertriebs-Gmbh Für Bauelemente | Connecting head for lattice beam for the production of mobile constructions |
EP2136009A3 (en) * | 2008-06-20 | 2010-10-27 | Piao-Chin Li | Integrally assembled, changeable framework connector used for a spatial structure |
GB2597190B (en) * | 2019-04-09 | 2023-05-24 | Nononsense Group Ltd | A connector for a modular decking system and a modular decking system comprising the same |
CN116378204A (en) * | 2023-03-01 | 2023-07-04 | 安徽省鸿玮建设有限公司 | Quickly-built assembled intelligent building and assembling method thereof |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR923264A (en) * | 1946-01-29 | 1947-07-02 | Method and device for assembling construction parts | |
FR2314316A1 (en) * | 1975-06-10 | 1977-01-07 | Izoard Dominique | Prefabricated metal and concrete building - is formed of sections which can be erected and dismantled on site and which are bolted together |
FR2414104A1 (en) * | 1978-01-06 | 1979-08-03 | Gremillet Gerald | Modular framed building of part duo-decahedral form - having six vertical walls from hexagonal plan and including roof with three sloping faces |
CH619278A5 (en) * | 1976-12-13 | 1980-09-15 | Licencia Talalmanyokat | Room-enclosing structure, in particular for erecting exhibition areas |
-
1984
- 1984-03-23 EP EP84400598A patent/EP0126657A3/en not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR923264A (en) * | 1946-01-29 | 1947-07-02 | Method and device for assembling construction parts | |
FR2314316A1 (en) * | 1975-06-10 | 1977-01-07 | Izoard Dominique | Prefabricated metal and concrete building - is formed of sections which can be erected and dismantled on site and which are bolted together |
CH619278A5 (en) * | 1976-12-13 | 1980-09-15 | Licencia Talalmanyokat | Room-enclosing structure, in particular for erecting exhibition areas |
FR2414104A1 (en) * | 1978-01-06 | 1979-08-03 | Gremillet Gerald | Modular framed building of part duo-decahedral form - having six vertical walls from hexagonal plan and including roof with three sloping faces |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2199865A (en) * | 1985-08-16 | 1988-07-20 | Garry Randall Hart | Adjustable space frames |
GB2199865B (en) * | 1985-08-16 | 1989-09-06 | Garry Randall Hart | Adjustable space frames |
AU593011B2 (en) * | 1985-08-16 | 1990-02-01 | Garry Randall Hart | Space frames |
WO1987001150A1 (en) * | 1985-08-16 | 1987-02-26 | Garry Randall Hart | Adjustable space frames |
AU632165B2 (en) * | 1989-09-20 | 1992-12-17 | Australian Slatwall Industries Pty. Limited | A connector assembly for a space frame |
FR2714701A1 (en) * | 1994-01-05 | 1995-07-07 | Ponsich Jean Michel | Space frame modular construction system |
WO1996009451A2 (en) * | 1994-09-23 | 1996-03-28 | Lignum Gmbh Messe- Und Ladenbausysteme | Connection system, in particular for constructing accommodation units and assembled furniture |
WO1996009451A3 (en) * | 1994-09-23 | 1996-07-04 | Lignum Gmbh Messe & Ladenbau | Connection system, in particular for constructing accommodation units and assembled furniture |
US5957614A (en) * | 1994-09-23 | 1999-09-28 | Lignum Gmbh | Connecting system for constructing accommodation units and assembling furniture |
EP1231340A3 (en) * | 1997-04-10 | 2003-03-19 | Octanorm-Vertriebs-Gmbh Für Bauelemente | Connecting head for lattice beam for the production of mobile constructions |
WO1999040277A1 (en) * | 1998-02-06 | 1999-08-12 | Protean Design Limited | Modular display unit |
EP2136009A3 (en) * | 2008-06-20 | 2010-10-27 | Piao-Chin Li | Integrally assembled, changeable framework connector used for a spatial structure |
GB2597190B (en) * | 2019-04-09 | 2023-05-24 | Nononsense Group Ltd | A connector for a modular decking system and a modular decking system comprising the same |
EP3953542B1 (en) * | 2019-04-09 | 2024-07-03 | Nononsense (Group) Ltd | A connector for a modular decking system and a modular decking system comprising the same |
CN116378204A (en) * | 2023-03-01 | 2023-07-04 | 安徽省鸿玮建设有限公司 | Quickly-built assembled intelligent building and assembling method thereof |
CN116378204B (en) * | 2023-03-01 | 2023-09-12 | 安徽省鸿玮建设有限公司 | Quickly-built assembled intelligent building and assembling method thereof |
Also Published As
Publication number | Publication date |
---|---|
EP0126657A3 (en) | 1984-12-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2486199B1 (en) | Collapsible lattice beam, truss and construction including such a beam | |
EP0126657A2 (en) | Quick and reversible assembly systems constituted by various prefabricated building elements | |
EP2024587B1 (en) | Temporary construction and associated method of assembly | |
EP0713556B1 (en) | Rapid assembly construction based on sections, preferably aluminium sections | |
EP0440594A1 (en) | Framework for multistory building and building comprising such a framework | |
BE1011185A5 (en) | Building frame. | |
FR2584461A1 (en) | Dismantleable three-dimensional modular assembly method intended for any type of construction | |
FR2979363A1 (en) | Industrial construction for e.g. emergency dwellings, has metal parts charged to hook and fix cross-pieces, frameworks, partition posts and junction panels at gantries for allowing filling and connecting of walls and roof with gantries | |
FR3005670A1 (en) | PANEL OF CONSTRUCTION BOIS-BETON | |
EP1826327A1 (en) | Building structure | |
FR3127969A1 (en) | Modular device for placing equipment on a platform | |
WO2021099591A1 (en) | Method for constructing a building and systems for implementing same | |
FR2543189A1 (en) | Device for components for the assembly of construction elements | |
WO1995002094A1 (en) | Detachable versatile anchoring and connecting construction for frameworks with prefabricated substructures | |
EP0004998A2 (en) | Construction frame | |
FR2968024A1 (en) | DEVICE FOR ASSEMBLING PREFABRICATED MODULES AND STRUCTURE OF PREFABRICATED MODULES CORRESPONDING | |
FR2566029A2 (en) | System of panels and posts for stabilising constructions and assembling free panels | |
BE1006132A6 (en) | Flag is modular elements. | |
FR2619141A1 (en) | Device for constructing a timber structure which may be used as a dwelling, using floor, wall and roof grids and connecting systems | |
WO1996034158A1 (en) | Composite panel, panel assembly and a building of the prefabricated type built using such panels | |
WO2021099593A1 (en) | Prefabricated housing module | |
FR3082536A1 (en) | MODULAR CONSTRUCTION SYSTEM INCLUDING A PLURALITY OF WALL ELEMENTS | |
CH694702A5 (en) | Modular construction with at least four vertical posts and braces. | |
FR3088666A1 (en) | Roofing system comprising frames covered with stretched canvas and connected to each other by junction elements to improve sealing | |
FR2667636A1 (en) | Pillar for light-weight structure, and structures built using such a pillar |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Designated state(s): AT BE CH DE FR GB IT LI LU NL SE |
|
AK | Designated contracting states |
Designated state(s): AT BE CH DE FR GB IT LI LU NL SE |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 19850828 |