EP0126657A2 - Schnell- und Umkehrbare Montierungssysteme aus verschiedene vorgefertigten Bauelementen zusammengestelt - Google Patents
Schnell- und Umkehrbare Montierungssysteme aus verschiedene vorgefertigten Bauelementen zusammengestelt 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- Withdrawn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
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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 ...
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
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 (fr) | 1983-10-14 | 1983-10-14 | Systeme constructif par composants a montage rapide pour constructions variees et demontables |
FR8316336 | 1983-10-14 | ||
FR8319901A FR2566029B2 (fr) | 1983-03-25 | 1983-12-13 | Systeme de poteaux et panneaux stabilisateurs de constructions et assembleurs de panneaux libres |
FR8319901 | 1983-12-13 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0126657A2 true EP0126657A2 (de) | 1984-11-28 |
EP0126657A3 EP0126657A3 (de) | 1984-12-27 |
Family
ID=27251154
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP84400598A Withdrawn EP0126657A3 (de) | 1983-03-25 | 1984-03-23 | Schnell- und Umkehrbare Montierungssysteme aus verschiedene vorgefertigten Bauelementen zusammengestelt |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP0126657A3 (de) |
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 (fr) * | 1994-01-05 | 1995-07-07 | Ponsich Jean Michel | Système d'assemblage d'une structure. |
WO1996009451A2 (de) * | 1994-09-23 | 1996-03-28 | Lignum Gmbh Messe- Und Ladenbausysteme | Verbindungssystem, insbesondere zur errichtung von raumzellen und montagemöbeln |
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 (de) * | 1997-04-10 | 2003-03-19 | Octanorm-Vertriebs-Gmbh Für Bauelemente | Anschlusskopf für Gitterträger zur Herstellung mobiler Bauten |
EP2136009A3 (de) * | 2008-06-20 | 2010-10-27 | Piao-Chin Li | Integral montierter, austauschbarer Rahmenverbinder für eine räumliche Struktur |
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 (zh) * | 2023-03-01 | 2023-07-04 | 安徽省鸿玮建设有限公司 | 一种快速搭建的装配式智能建筑及其装配方法 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR923264A (fr) * | 1946-01-29 | 1947-07-02 | Procédé et dispositif d'assemblage de pièces de construction | |
FR2314316A1 (fr) * | 1975-06-10 | 1977-01-07 | Izoard Dominique | Procede de construction industrialise, evolutif, demontable et ses composants |
FR2414104A1 (fr) * | 1978-01-06 | 1979-08-03 | Gremillet Gerald | Systeme d'architecture prefabrique et evolutif |
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/de not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR923264A (fr) * | 1946-01-29 | 1947-07-02 | Procédé et dispositif d'assemblage de pièces de construction | |
FR2314316A1 (fr) * | 1975-06-10 | 1977-01-07 | Izoard Dominique | Procede de construction industrialise, evolutif, demontable et ses composants |
CH619278A5 (en) * | 1976-12-13 | 1980-09-15 | Licencia Talalmanyokat | Room-enclosing structure, in particular for erecting exhibition areas |
FR2414104A1 (fr) * | 1978-01-06 | 1979-08-03 | Gremillet Gerald | Systeme d'architecture prefabrique et evolutif |
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 (fr) * | 1994-01-05 | 1995-07-07 | Ponsich Jean Michel | Système d'assemblage d'une structure. |
WO1996009451A2 (de) * | 1994-09-23 | 1996-03-28 | Lignum Gmbh Messe- Und Ladenbausysteme | Verbindungssystem, insbesondere zur errichtung von raumzellen und montagemöbeln |
WO1996009451A3 (de) * | 1994-09-23 | 1996-07-04 | Lignum Gmbh Messe & Ladenbau | Verbindungssystem, insbesondere zur errichtung von raumzellen und montagemöbeln |
US5957614A (en) * | 1994-09-23 | 1999-09-28 | Lignum Gmbh | Connecting system for constructing accommodation units and assembling furniture |
EP1231340A3 (de) * | 1997-04-10 | 2003-03-19 | Octanorm-Vertriebs-Gmbh Für Bauelemente | Anschlusskopf für Gitterträger zur Herstellung mobiler Bauten |
WO1999040277A1 (en) * | 1998-02-06 | 1999-08-12 | Protean Design Limited | Modular display unit |
EP2136009A3 (de) * | 2008-06-20 | 2010-10-27 | Piao-Chin Li | Integral montierter, austauschbarer Rahmenverbinder für eine räumliche Struktur |
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 (de) * | 2019-04-09 | 2024-07-03 | Nononsense (Group) Ltd | Verbinder für ein modulares decksystem und modulares decksystem damit |
CN116378204A (zh) * | 2023-03-01 | 2023-07-04 | 安徽省鸿玮建设有限公司 | 一种快速搭建的装配式智能建筑及其装配方法 |
CN116378204B (zh) * | 2023-03-01 | 2023-09-12 | 安徽省鸿玮建设有限公司 | 一种快速搭建的装配式智能建筑及其装配方法 |
Also Published As
Publication number | Publication date |
---|---|
EP0126657A3 (de) | 1984-12-27 |
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