WO2011064366A2 - Method for building a rapid-assembly structure - Google Patents

Method for building a rapid-assembly structure Download PDF

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Publication number
WO2011064366A2
WO2011064366A2 PCT/EP2010/068417 EP2010068417W WO2011064366A2 WO 2011064366 A2 WO2011064366 A2 WO 2011064366A2 EP 2010068417 W EP2010068417 W EP 2010068417W WO 2011064366 A2 WO2011064366 A2 WO 2011064366A2
Authority
WO
WIPO (PCT)
Prior art keywords
posts
formwork
construction
connectors
lower frame
Prior art date
Application number
PCT/EP2010/068417
Other languages
French (fr)
Other versions
WO2011064366A3 (en
Inventor
Jean-Louis Baume
Nicolas Baume
Original Assignee
Jean-Louis Baume
Nicolas Baume
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Jean-Louis Baume, Nicolas Baume filed Critical Jean-Louis Baume
Priority to EP10781911A priority Critical patent/EP2507439A2/en
Publication of WO2011064366A2 publication Critical patent/WO2011064366A2/en
Publication of WO2011064366A3 publication Critical patent/WO2011064366A3/en

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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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor
    • E04B1/215—Connections specially adapted therefor comprising metallic plates or 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34384—Assembling details for foldable, separable, collapsible or retractable structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2406—Connection nodes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2451—Connections between closed section profiles

Definitions

  • the present invention relates to a mounting method of a quick-mounting construction, mounted on a lower frame.
  • This type of construction is particularly suitable for the realization of permanent or temporary buildings: bungalow for camping, leisure scenery, housing for construction sites, housing in disaster area, housing for events, school, family home,
  • EP 1 130 193 describes such a construction which essentially comprises a rectangular lower frame, four walls deposited on the uprights of this frame, an upper frame whose amounts rest on these walls and four posts arranged to outside the walls and connecting the two frames together by their angles.
  • US 4,455,792 proposes a construction of the same kind. Note, however, that the columns are sealed in a concrete slab. This therefore requires not only a temporary wedging of the posts before concreting but also a two-stage installation since it is necessary to wait for the setting of the concrete before building the structure. The assemblers must therefore move twice on the site. In addition, the elements necessary for the supporting structure are more numerous and more complex to manufacture.
  • EP 1 498 558 discloses a quick-mounting construction comprising a lower frame, a plurality of posts fixed to the frame by their lower end, an upper frame to which the posts are fixed by their upper end, and vertical walls. arranged between the two frames.
  • the object of the present invention is to provide a mounting method of a quick-erase construction and such a construction improved in terms of simplicity of assembly and low cost and offering the possibility of making multi-storey constructions . Disclosure of the invention
  • the invention relates to a mounting method of a quick-mounting construction comprising a lower frame, an upper structure comprising at least one beam. This process comprises the following steps:
  • corner posts at the corners of the construction they are removed after removing the beam connecting two corner posts and after replacing said beam by a row of bricks of the same height.
  • the posts after being removed, are reassembled on the connections to build an upper floor having as a base, said upper structure.
  • a slab is made at the level of the upper structure.
  • This slab can be made based on slabs, concrete, wood or steel panel.
  • Reinforcing metal bars are inserted into the walls, on either side of the posts, a first end of the metal bar being located on a first side of a pole, the second end of the metal bar being located on the other side of said post.
  • the construction comprises a lower frame, an upper structure and at least four forms made in the spaces left free by said posts and connecting the lower frames and the upper structure.
  • the construction further comprises an intermediate frame, parallel to the lower frame, comprising beams assembled on said formwork by means of the connectors, the latter being fixed, on the one hand, to a beam and, on the other hand, to a formwork.
  • first U-section portion dimensioned to fit and be initially fixed to a post, while allowing the free movement of the post within this first part
  • the intermediate frame advantageously supports a slab, defining a floor.
  • the connecting bars are metal profiles, at right angles, an edge is cut at the point where they intersect the beams.
  • the construction comprises walls constructed between the posts.
  • Metal reinforcement bars are inserted into the walls, on either side of the formwork, a first end of the metal bar being located on a first side of a formwork, the second end of the metal bar being located other side of the formwork.
  • FIG. 1 is an isometric view of a construction according to the invention
  • FIG. 2 is a detailed view of the construction, at the stage implementation level
  • FIG. 3 shows the arrangement of reinforcement bars at the posts
  • the construction according to the invention is based on a lower frame 10, typically rectangular, made of metal formed of a plurality of sections 1 1 folded sheet metal joined end to end, in alignment or orthogonally, by connecting pieces bearing the references 12 or 13 as they join two aligned or orthogonal profiles.
  • the connecting pieces 12 and 13 are sections, whose section is U-shaped, the branches 14 the U extending with flanges 15 extending perpendicularly, so as to provide additional support.
  • the connecting pieces 12 and 13 are respectively rectilinear and square.
  • the rectilinear junction pieces 12 bear, on their upper face, substantially in their middle, two vertical plates 16 welded facing each other.
  • the elements 16 may be arranged along the longitudinal axis of the part 12, being aligned with the edges of the part 12, as can be seen in FIG.
  • junction pieces at right angles 13 bear, on their upper face, substantially in their middle, two vertical welded plates arranged orthogonally.
  • Each profile 1 1 forming the lower frame 10 comprises: a first vertical portion 17 applied against the outer flank of its two connecting pieces,
  • the vertical portion 17 is slightly smaller than the side of the connecting pieces 12 and 13, so as not to stick on the ground;
  • the horizontal portion 18 has a width greater than the connecting pieces 12 and 13, as can be seen in particular in Figure 4, this width may vary depending on the thickness of the wall.
  • the junction pieces 12 have a length of 30 cm, a side of 10 cm, while the first vertical portion 17 and the horizontal portion 18 of the profiles 1 1 respectively have a width of 8 and 15 cm.
  • the profiles 1 1 have a length of about 3 m.
  • the lower frame 10 serves as a periphery for a floor consisting, for example, of a concrete slab 20 cast on the floor.
  • the slab can be advantageously placed on an insulation or underlayer made of any suitable material.
  • the pairs of vertical plates attached to the connecting pieces 12 and 13 receive between them the lower ends of rectangular posts 22 which may be steel, wood or concrete. Fixing these posts is carried out by any means within the reach of the skilled person, preferably by screws.
  • the construction comprises four corner posts and intermediate posts interposed between the profiles.
  • the posts 22 are interconnected by beams 24, forming an upper structure 26.
  • the beams 24 are assembled on the posts 22 by means of connectors 28 whose profile is adapted to cooperate with the poles 22.
  • the connectors 28 are fixed, on the one hand, to a beam 24 and, on the other hand, to a post 22.
  • the connectors are sections whose section is U-shaped. 28a of the U is fixed to the beams 24, while the branches 28b of the U are fixed to the posts 22.
  • the attachment is preferably made by screwing. It will be noted that these connections may as well be fixed at the end of the beams 24, as on their side, in particular for connecting intermediate posts 22 to beams 24, as can be seen in FIG.
  • Lateral connecting bars 30 can also be inserted between the posts 22, parallel to the lower frame 10, so as to stiffen the structure and ensure the verticality of the posts 22.
  • the connecting bars are positioned so as to be fixed to the Beams 24. As can be seen in Figure 2, these connecting bars are metal profiles, angled, one edge is cut where they cross the beams 24.
  • the connecting bars are fixed to the beams 24 preferably by screwing.
  • the side bars can also provide additional support to adjust the position of the slabs used preferably to achieve this slab.
  • the slabs can be advantageously placed in support between the different beams 24 of a level. It is possible to make other kinds of slab, based on concrete, wood, or steel panel ...
  • the intermediate frame 32 comprises an intermediate frame 32, parallel to the lower frame 10 and interposed between the lower frame 10 and the upper structure 26.
  • the length of the posts 22 and the position of the intermediate frame 32 is such that the intermediate frame, as will be seen below, serves as a support for the realization of a floor, providing at least two usable platforms, one at the lower frame and the other at intermediate level.
  • the intermediate frame is formed by beams 24 connecting two to two poles. 22 opposites and thus form porticos.
  • the beams 24 are assembled on the posts 22 by means of U-shaped connectors 28.
  • Lateral connecting bars 30 are also added between the posts 22 and fixed to the beams 24 of the intermediate frame. Hades can thus be arranged on the beams 24, between the connecting bars, to achieve the slab of the floor.
  • reinforcing metal bars 34 are inserted into the walls 36, on either side of the posts 22.
  • a first end of the metal bar 34 is located on a first side of a pole 22, the second end of the metal bar being located on the other side of said pole 22.
  • the posts 22 and the reinforcement bars are then embedded in a coating 38, which allows to give a continuous appearance to the wall.
  • the reinforcing bars may be straight or have a right angle, depending on whether they are associated with an intermediate pole 22 or a corner post 22.
  • the upper structure can be arranged to serve as a roof terrace.
  • FIGs 4 to 9 show an evolved and particularly advantageous method for implementing a construction according to the invention.
  • the beginning of the construction is identical to what has been described above.
  • posts 22 are assembled on a lower frame 10.
  • the drawings show posts 22 mounted along the side edges of the construction, but the description also applies to posts at the corners of the construction.
  • the posts 22 are equal in length to the desired height for a floor.
  • the connectors 28 are mounted at the upper end of the post 22 and are used to connect a beam 24 to the post 22. Two posts located vis-à-vis are connected by a beam 24 and thus form a gantry.
  • the connector 28 is also arranged to allow free access to the upper end of the pole, that is to say that the connector is fixed on the sides of the pole and can be crossed by the pole. Preferably, it will be arranged to have access to the fixing screws of the connection to the pole, even after mounting the walls, as will be understood below.
  • the connectors 28 may comprise a first portion 281 U-section, sized to fit and be fixed on a pole, while allowing the free movement of the pole inside this first part.
  • the dimensions of the U are therefore larger than the section of the post.
  • the connectors also comprise two walls 28c forming a second portion 282 of U-shaped section, opposite to the first part, that is to say that the first and second parts have in common the bottom of the U 28a.
  • This second portion 282 can accommodate and fix a beam 24.
  • a bearing surface 28d can also be provided to install the beam 24 during its assembly.
  • Walls are then mounted between the posts 22, as described above and as can be seen in Figure 5. Reinforcements are inserted into the walls, connecting the walls on both sides of the wall. a pole.
  • the post 22 When, at the removal of the post 22, its lower end arrives at the connection 28, the post 22 can be reattached to the connection and then extends at an upper floor. Once the post 22 repositioned, the formwork can be made by integrating the connectors 28. The slab of the intermediate stage can then be made, in particular by laying the slabs, as proposed in FIGS. 8 and 9.
  • the posts 22 having served for the construction of the lower floor walls can be reused for the construction of the walls of the upper floor, which are made in a similar manner.
  • the posts can be finally removed and reused again, for an additional floor or for another building.
  • the posts could also be kept in the walls. It should also be noted that one-storey construction can be used, from which the posts are removed.
  • the posts at the corners of the construction can also be removed very simply, insofar as the beam 24 which forms the gantry connecting two corner posts, is previously removed and replaced by a row of bricks of the same height. Then formwork is made, advantageously reinforced by irons, as proposed in Figure 3, in the space left free by the posts.
  • the skeleton of such a construction consisting of beams 24, possibly poles 22, and connecting bars, can be manufactured in a first place, while all the assembly and filling of walls can be realized in another place, in which it might be difficult to manufacture the skeleton.
  • the skeleton elements being light, their transport is inexpensive, while the heavier elements involved in the filling are taken at the place of assembly.
  • the columns are reusable, either between different levels of a building or between different constructions, the construction costs are further optimized.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Automatic Assembly (AREA)

Abstract

The invention relates to a method for building a rapid-assembly structure including a lower frame (10), an upper structure (26) comprising at least one beam (24), characterized in that said method includes the following steps: assembling the lower frame (10), attaching at least four posts (22) perpendicular to the lower frame, attaching connectors (28) to the posts, at the upper end of the posts, the connectors (28) having a profile suitable for engaging with said posts (22), while at the same time enabling relative movement of the posts and connectors, connecting said posts in pairs via a beam (24) mounted on the connector, mounting a wall between the posts (22), removing the posts by pulling them out of the connector on the topside of the posts (22), and making a formwork in the spaces freed-up by the posts.

Description

Description  Description
Procédé de montage d'une construction à montage rapide  Method of mounting a quick-erect construction
Domaine technique Technical area
[0001] La présente invention concerne un procédé de montage d'une construction à montage rapide, montée sur un cadre inférieur. Ce type de construction convient particulièrement bien pour la réalisation de bâtiments définitifs ou provisoires : bungalow pour le camping, chalet de loisir, logement de chantier, logement en zone sinistrée, logement pour des manifestations, école, maison familiale,  The present invention relates to a mounting method of a quick-mounting construction, mounted on a lower frame. This type of construction is particularly suitable for the realization of permanent or temporary buildings: bungalow for camping, leisure chalet, housing for construction sites, housing in disaster area, housing for events, school, family home,
Etat de la technique State of the art
[0002] Le document EP 1 130 193, par exemple, décrit une telle construction qui comporte essentiellement un cadre inférieur rectangulaire, quatre parois déposées sur les montants de ce cadre, un cadre supérieur dont les montants reposent sur ces parois et quatre poteaux disposés à l'extérieur des parois et reliant entre eux les deux cadres par leurs angles.  EP 1 130 193, for example, describes such a construction which essentially comprises a rectangular lower frame, four walls deposited on the uprights of this frame, an upper frame whose amounts rest on these walls and four posts arranged to outside the walls and connecting the two frames together by their angles.
[0003] Le document US 4 455 792 propose une construction du même genre. On notera cependant que les poteaux sont scellés dans une dalle en béton. Cela nécessite donc non seulement un calage provisoire des poteaux avant le bétonnage mais encore une installation en deux temps puisqu'il faut attendre la prise du béton avant d'édifier la structure. Les monteurs doivent donc se déplacer deux fois sur le chantier. Par ailleurs, les éléments nécessaires à la structure porteuse sont plus nombreux et d'une fabrication plus complexe.  US 4,455,792 proposes a construction of the same kind. Note, however, that the columns are sealed in a concrete slab. This therefore requires not only a temporary wedging of the posts before concreting but also a two-stage installation since it is necessary to wait for the setting of the concrete before building the structure. The assemblers must therefore move twice on the site. In addition, the elements necessary for the supporting structure are more numerous and more complex to manufacture.
[0004] Le document EP 1 498 558 décrit une construction à montage rapide comportant un cadre inférieur, une pluralité de poteaux fixés sur le cadre par leur extrémité inférieure, un cadre supérieur auquel les poteaux sont fixés par leur extrémité supérieure, et des parois verticales disposées entre les deux cadres.  [0004] EP 1 498 558 discloses a quick-mounting construction comprising a lower frame, a plurality of posts fixed to the frame by their lower end, an upper frame to which the posts are fixed by their upper end, and vertical walls. arranged between the two frames.
[0005] Le but de la présente invention est de fournir un procédé de montage d'une construction à montage rapide et une telle construction améliorés quant aux exigences de simplicité de montage et de faible coût et offrant la possibilité de réaliser des constructions à plusieurs étages. Divulgation de l'invention The object of the present invention is to provide a mounting method of a quick-erase construction and such a construction improved in terms of simplicity of assembly and low cost and offering the possibility of making multi-storey constructions . Disclosure of the invention
[0006] De façon plus précise, l'invention concerne un procédé de montage d'une construction à montage rapide comprenant un cadre inférieur, une structure supérieure comportant au moins une poutre. Ce procédé comprend les étapes suivantes:  More specifically, the invention relates to a mounting method of a quick-mounting construction comprising a lower frame, an upper structure comprising at least one beam. This process comprises the following steps:
- monter le cadre inférieur,  - mount the lower frame,
- fixer au moins quatre poteaux perpendiculairement au cadre inférieur, - fix at least four posts perpendicularly to the lower frame,
- fixer des raccords sur les poteaux, au niveau de l'extrémité supérieure des poteaux, les raccords présentant un profil adapté pour coopérer avec lesdits poteaux, tout en permettant le déplacement relatif des poteaux et des raccords, - Fixing connections on the posts, at the upper end of the posts, the fittings having a profile adapted to cooperate with said posts, while allowing the relative movement of the posts and fittings,
- relier lesdits poteaux deux à deux par une poutre montée sur le raccord,  connecting said posts two by two by a beam mounted on the connection,
- monter un mur entre les poteaux,  - mount a wall between the posts,
- retirer les poteaux en le sortant du raccord par le haut,  - remove the posts by pulling the connector upwards,
- réaliser un coffrage dans les espaces libérés par les poteaux.  - Make a formwork in the spaces released by the posts.
[0007] De préférence, on peut disposer un élément de support et de maintien de la poutre avant de retirer le poteau fixé au raccord sur lequel ladite poutre est assemblée.  Preferably, it is possible to have a supporting and holding element of the beam before removing the post attached to the fitting on which said beam is assembled.
[0008] Concernant les poteaux d'angle situés aux coins de la construction, ceux-ci sont retirés après avoir retiré la poutre reliant deux poteaux d'angle et après avoir remplacé ladite poutre par une rangée de briques de même hauteur.  Regarding the corner posts at the corners of the construction, they are removed after removing the beam connecting two corner posts and after replacing said beam by a row of bricks of the same height.
[0009] De manière avantageuse, les poteaux, après avoir été retirés, sont réassemblés sur les raccords pour construire un étage supérieur ayant comme base, ladite structure supérieure. Advantageously, the posts, after being removed, are reassembled on the connections to build an upper floor having as a base, said upper structure.
[0010] Finalement, on peut retirer les poteaux de la construction. Finally, we can remove the poles of the construction.
[001 1] L'élément de support mentionné ci-dessus peut être utilement utilisé dans l'étape de coffrage, pour délimiter le volume de coffrage. [001 1] The support element mentioned above can be usefully used in the formwork step, to define the formwork volume.
[0012] Ensuite, une dalle est réalisée au niveau de la structure supérieure. Cette dalle peut être réalisée à base de hourdis, de béton, de bois ou de panneau en acier. [0013] Des barres métalliques de renforts sont insérées dans les murs, de part et d'autre des poteaux, une première extrémité de la barre métallique étant située d'un premier côté d'un poteau, la deuxième extrémité de la barre métallique étant située de l'autre côté dudit poteau. Then, a slab is made at the level of the upper structure. This slab can be made based on slabs, concrete, wood or steel panel. Reinforcing metal bars are inserted into the walls, on either side of the posts, a first end of the metal bar being located on a first side of a pole, the second end of the metal bar being located on the other side of said post.
[0014] Un autre aspect de l'invention concerne une construction à montage rapide obtenue par le procédé tel que mentionné ci-dessus, dans lequel on a conservé des poutres reliant, lors de la construction, des poteaux situés sur les côtés de la construction. Ainsi, la construction comprend un cadre inférieur, une structure supérieure et au moins quatre coffrages réalisés dans les espaces laissés libres par lesdits poteaux et reliant le cadres inférieur et la structure supérieure. La construction comporte, en outre, un cadre intermédiaire, parallèle au cadre inférieur, comportant des poutres assemblées sur lesdits coffrages au moyen des raccords, ces derniers étant fixés, d'une part, à une poutre et, d'autre part, à un coffrage. Another aspect of the invention relates to a quick-erection construction obtained by the method as mentioned above, in which there are kept beams connecting, during construction, poles located on the sides of the construction. . Thus, the construction comprises a lower frame, an upper structure and at least four forms made in the spaces left free by said posts and connecting the lower frames and the upper structure. The construction further comprises an intermediate frame, parallel to the lower frame, comprising beams assembled on said formwork by means of the connectors, the latter being fixed, on the one hand, to a beam and, on the other hand, to a formwork.
[0015] Les raccords comprennent avantageusement: The couplings advantageously comprise:
- une première partie de section en U, dimensionnée pour s'adapter et être fixée initialement sur un poteau, tout en permettant le libre mouvement du poteau à l'intérieur de cette première partie, et  a first U-section portion, dimensioned to fit and be initially fixed to a post, while allowing the free movement of the post within this first part, and
- une deuxième partie opposée à la première partie, formée par deux parois et le fond de la première partie, formant une deuxième partie de section en U, ladite deuxième partie accueillant une poutre.  - a second portion opposite to the first part, formed by two walls and the bottom of the first part, forming a second U-section portion, said second part accommodating a beam.
[0016] Le cadre intermédiaire sert avantageusement de support à une dalle, définissant un étage. The intermediate frame advantageously supports a slab, defining a floor.
[0017] Les barres de liaison sont des profilés métalliques, en équerre, dont un bord est découpé à l'endroit où elles croisent les poutres.  The connecting bars are metal profiles, at right angles, an edge is cut at the point where they intersect the beams.
[0018] La construction comporte des murs construits entre les poteaux. Des barres métalliques de renforts sont insérées dans les murs, de part et d'autre des coffrages, une première extrémité de la barre métallique étant située d'un premier côté d'un coffrage, la deuxième extrémité de la barre métallique étant située de l'autre côté du coffrage.  The construction comprises walls constructed between the posts. Metal reinforcement bars are inserted into the walls, on either side of the formwork, a first end of the metal bar being located on a first side of a formwork, the second end of the metal bar being located other side of the formwork.
Brève description des dessins [0019] D'autres détails de l'invention apparaîtront plus clairement à la lecture de la description qui suit, faite en référence au dessin annexé dans lequel : Brief description of the drawings Other details of the invention will emerge more clearly on reading the description which follows, made with reference to the appended drawing in which:
- la figure 1 est une vue isométrique d'une construction selon l'invention,  FIG. 1 is an isometric view of a construction according to the invention,
- la figure 2 est une vue de détail de la construction, au niveau de l'implémentation des étages,  FIG. 2 is a detailed view of the construction, at the stage implementation level,
- la figure 3 montre la disposition de barres de renforts au niveau des poteaux, et  FIG. 3 shows the arrangement of reinforcement bars at the posts, and
- les figures 4 à 9 représentent différentes étapes chronologiques du procédé de montage selon l'invention.  - Figures 4 to 9 show different chronological steps of the mounting method according to the invention.
Mode(s) de réalisation de l'invention Mode (s) of realization of the invention
[0020] Comme le montrent les figures 1 à 3, la construction selon l'invention a pour base un cadre inférieur 10, typiquement rectangulaire, en métal formé d'une pluralité de profilés 1 1 en tôle pliée réunis bout à bout, en alignement ou orthogonalement, par des pièces de jonction portant les références 12 ou 13 selon qu'elles unissent deux profilés alignés ou orthogonaux.  As shown in Figures 1 to 3, the construction according to the invention is based on a lower frame 10, typically rectangular, made of metal formed of a plurality of sections 1 1 folded sheet metal joined end to end, in alignment or orthogonally, by connecting pieces bearing the references 12 or 13 as they join two aligned or orthogonal profiles.
[0021] Ainsi qu'on peut le voir plus en détail sur la figure 2, en relation avec une pièce de jonction 12, les pièces de jonction 12 et 13 sont des profilés, dont la section est en forme de U, les branches 14 du U se prolongeant par des rebords 15 s'étendant perpendiculairement, de manière à fournir un appui supplémentaire. Les pièces de jonction 12 et 13 sont respectivement rectilignes et en équerre.  As can be seen in more detail in Figure 2, in connection with a connecting piece 12, the connecting pieces 12 and 13 are sections, whose section is U-shaped, the branches 14 the U extending with flanges 15 extending perpendicularly, so as to provide additional support. The connecting pieces 12 and 13 are respectively rectilinear and square.
[0022] Les pièces de jonction rectilignes 12 (figure 2) portent, sur leur face supérieure, sensiblement en leur milieu, deux plaques verticales 16 soudées se faisant face. Les éléments 16 peuvent être disposés selon l'axe longitudinal de la pièce 12, en étant alignés sur les bords de la pièce 12, comme on peut le voir sur la figure 4.  The rectilinear junction pieces 12 (Figure 2) bear, on their upper face, substantially in their middle, two vertical plates 16 welded facing each other. The elements 16 may be arranged along the longitudinal axis of the part 12, being aligned with the edges of the part 12, as can be seen in FIG.
[0023] Bien que non visibles au dessin, les pièces de jonction en équerre 13 portent, sur leur face supérieure, sensiblement en leur milieu, deux plaques verticales soudées disposées orthogonalement.  Although not visible in the drawing, the junction pieces at right angles 13 bear, on their upper face, substantially in their middle, two vertical welded plates arranged orthogonally.
[0024] Chaque profilé 1 1 formant le cadre inférieur 10 comporte : - une première portion verticale 17 appliquée contre le flanc externe de ses deux pièces de jonction, Each profile 1 1 forming the lower frame 10 comprises: a first vertical portion 17 applied against the outer flank of its two connecting pieces,
- une portion horizontale 18 appliquée contre la face supérieure des pièces de jonction, et  a horizontal portion 18 applied against the upper face of the connecting pieces, and
- une deuxième portion verticale 19 prolongeant vers le haut le bord interne de la portion horizontale 18.  a second vertical portion 19 extending upwardly the inner edge of the horizontal portion 18.
[0025] On notera que, de manière avantageuse : It will be noted that, advantageously:
- la portion verticale 17 est légèrement moins large que le côté des pièces de jonction 12 et 13, de sorte à ne pas butter sur le sol ;  - The vertical portion 17 is slightly smaller than the side of the connecting pieces 12 and 13, so as not to stick on the ground;
- la portion horizontale 18 a une largeur supérieure aux pièces de jonction 12 et 13, comme on peut le voir notamment sur la figure 4, cette largeur pouvant varier selon l'épaisseur du mur.  - The horizontal portion 18 has a width greater than the connecting pieces 12 and 13, as can be seen in particular in Figure 4, this width may vary depending on the thickness of the wall.
[0026] La fixation des profilés 1 1 sur leurs pièces de jonction 12 et 13 se fait par tout assemblage mécanique connu de l'homme de métier, notamment par vissage. Fixing the profiles 1 1 on their junction parts 12 and 13 is by any mechanical assembly known to those skilled in the art, in particular by screwing.
[0027] Typiquement, les pièces de jonction 12 ont une longueur de 30 cm, un côté de 10 cm, tandis que la première portion verticale 17 et la portion horizontale 18 des profilés 1 1 ont respectivement une largeur de 8 et 15 cm. Les profilés 1 1 ont une longueur d'environ 3 m.  Typically, the junction pieces 12 have a length of 30 cm, a side of 10 cm, while the first vertical portion 17 and the horizontal portion 18 of the profiles 1 1 respectively have a width of 8 and 15 cm. The profiles 1 1 have a length of about 3 m.
[0028] Le cadre inférieur 10 sert de pourtour à un plancher constitué, par exemple, d'une dalle en béton 20 coulée sur le sol. En variante, la dalle peut être avantageusement posée sur une isolation ou une sous-couche composée de tout matériau approprié. [0028] The lower frame 10 serves as a periphery for a floor consisting, for example, of a concrete slab 20 cast on the floor. Alternatively, the slab can be advantageously placed on an insulation or underlayer made of any suitable material.
[0029] Les paires de plaques verticales fixées sur les pièces de jonction 12 et 13 accueillent entre elles les extrémités inférieures de poteaux rectangulaires 22 qui peuvent être en acier, en bois ou en béton. La fixation de ces poteaux est réalisée par tout moyen à la portée de l'homme du métier, avantageusement par des vis. The pairs of vertical plates attached to the connecting pieces 12 and 13 receive between them the lower ends of rectangular posts 22 which may be steel, wood or concrete. Fixing these posts is carried out by any means within the reach of the skilled person, preferably by screws.
[0030] Dans l'exemple représenté sur la figure 1 , la construction comporte quatre poteaux d'angle et des poteaux intermédiaires intercalés entre les profilés In the example shown in Figure 1, the construction comprises four corner posts and intermediate posts interposed between the profiles.
1 1. Il va de soi que, selon les dimensions de la construction, le nombre de poteaux intermédiaires peut être augmenté ou réduit. [0031] A leur extrémité supérieure, les poteaux 22 sont reliés entre eux par des poutres 24, formant une structure supérieure 26. Les poutres 24 sont assemblées sur les poteaux 22 au moyen de raccords 28 dont le profil est adapté pour coopérer avec les poteaux 22. Les raccords 28 sont fixés, d'une part, à une poutre 24 et, d'autre part, à un poteau 22. Dans une première variante, les raccords sont des profilés dont la section est en forme de U. Le fond 28a du U est fixé aux poutres 24, tandis que les branches 28b du U sont fixées aux poteaux 22. La fixation est, de préférence, réalisée par vissage. On notera que ces raccords peuvent aussi bien être fixés en bout des poutres 24, que sur leur côté, notamment pour relier des poteaux 22 intermédiaires à des poutres 24, comme on peut le voir sur la figure 1. 1 1. It goes without saying that, depending on the dimensions of the construction, the number of intermediate columns can be increased or reduced. At their upper end, the posts 22 are interconnected by beams 24, forming an upper structure 26. The beams 24 are assembled on the posts 22 by means of connectors 28 whose profile is adapted to cooperate with the poles 22. The connectors 28 are fixed, on the one hand, to a beam 24 and, on the other hand, to a post 22. In a first variant, the connectors are sections whose section is U-shaped. 28a of the U is fixed to the beams 24, while the branches 28b of the U are fixed to the posts 22. The attachment is preferably made by screwing. It will be noted that these connections may as well be fixed at the end of the beams 24, as on their side, in particular for connecting intermediate posts 22 to beams 24, as can be seen in FIG.
[0032] Des barres latérales de liaison 30 peuvent encore être intercalées entre les poteaux 22, parallèlement au cadre inférieur 10, de manière à rigidifier la structure et assurer la verticalité des poteaux 22. Les barres de liaison sont positionnées de manière à être fixées aux poutres 24. Comme on peut le voir sur la figure 2, ces barres de liaison sont des profilés métalliques, en équerre, dont un bord est découpé à l'endroit où elles croisent les poutres 24. Les barres de liaison sont fixées aux poutres 24, de préférence par vissage. Pour la réalisation d'une dalle, notamment sur le toit, les barres latérales peuvent également fournir un appui supplémentaire permettant d'ajuster la position des hourdis utilisés de préférence pour réaliser cette dalle. Les hourdis peuvent être avantageusement mis en appuis entre les différentes poutres 24 d'un niveau. Il est possible de faire d'autres sortes de dalle, à base de béton, de bois, ou de panneau acier... Lateral connecting bars 30 can also be inserted between the posts 22, parallel to the lower frame 10, so as to stiffen the structure and ensure the verticality of the posts 22. The connecting bars are positioned so as to be fixed to the Beams 24. As can be seen in Figure 2, these connecting bars are metal profiles, angled, one edge is cut where they cross the beams 24. The connecting bars are fixed to the beams 24 preferably by screwing. For the realization of a slab, especially on the roof, the side bars can also provide additional support to adjust the position of the slabs used preferably to achieve this slab. The slabs can be advantageously placed in support between the different beams 24 of a level. It is possible to make other kinds of slab, based on concrete, wood, or steel panel ...
[0033] Selon un aspect particulièrement important de la construction, celle-ci comporte un cadre intermédiaire 32, parallèle au cadre inférieur 10 et intercalé entre le cadre inférieur 10 et la structure supérieure 26. La longueur des poteaux 22 et la position du cadre intermédiaire 32 est telle que le cadre intermédiaire, comme on va le voir ci-après, sert de support pour la réalisation d'un étage, offrant au moins deux plates-formes utilisables, l'une au niveau du cadre inférieur et l'autre au niveau du cadre intermédiaire. According to a particularly important aspect of the construction, it comprises an intermediate frame 32, parallel to the lower frame 10 and interposed between the lower frame 10 and the upper structure 26. The length of the posts 22 and the position of the intermediate frame 32 is such that the intermediate frame, as will be seen below, serves as a support for the realization of a floor, providing at least two usable platforms, one at the lower frame and the other at intermediate level.
[0034] A l'instar de ce qui a été décrit pour la structure supérieure, le cadre intermédiaire est formé par des poutres 24 reliant deux à deux des poteaux 22 opposés et forment ainsi des portiques. Tout comme les poutres 24 de la structure supérieure, les poutres 24 sont assemblées sur les poteaux 22 au moyen de raccords 28 en U. Des barres latérales de liaison 30 sont également ajoutées entre les poteaux 22 et fixées aux poutres 24 du cadre intermédiaire. Des hourdis peuvent ainsi être disposés sur les poutres 24, entre les barres de liaison, pour réaliser la dalle de l'étage. Like what has been described for the upper structure, the intermediate frame is formed by beams 24 connecting two to two poles. 22 opposites and thus form porticos. Like the beams 24 of the upper structure, the beams 24 are assembled on the posts 22 by means of U-shaped connectors 28. Lateral connecting bars 30 are also added between the posts 22 and fixed to the beams 24 of the intermediate frame. Hades can thus be arranged on the beams 24, between the connecting bars, to achieve the slab of the floor.
[0035] Pour réaliser les murs, l'espace entre les poteaux 22 est rempli par différents matériaux de construction disponibles sur le lieu de l'assemblage. Comme on peut le voir sur la figure 3, des barres métalliques de renforts 34 sont insérées dans les murs 36, de part et d'autre des poteaux 22. Une première extrémité de la barre métallique 34 est située d'un premier côté d'un poteau 22, la deuxième extrémité de la barre métallique étant située de l'autre côté dudit poteau 22. Les poteaux 22 ainsi que les barres de renfort sont ensuite noyés dans un enduit 38, qui permet de donner un aspect continu au mur. Les barres de renfort peuvent être droites ou présenter un angle droit, selon qu'elles sont associées à un poteau 22 intermédiaire ou à un poteau 22 d'angle. To achieve the walls, the space between the posts 22 is filled by different building materials available at the assembly site. As can be seen in FIG. 3, reinforcing metal bars 34 are inserted into the walls 36, on either side of the posts 22. A first end of the metal bar 34 is located on a first side of a pole 22, the second end of the metal bar being located on the other side of said pole 22. The posts 22 and the reinforcement bars are then embedded in a coating 38, which allows to give a continuous appearance to the wall. The reinforcing bars may be straight or have a right angle, depending on whether they are associated with an intermediate pole 22 or a corner post 22.
[0036] Grâce à cette manière de réaliser les cadres intermédiaire et supérieur, il est possible de réaliser des étages munis d'une dalle en dur, particulièrement solide, et pas seulement constituée de simples panneaux. Il est ainsi possible de réaliser une construction de plusieurs étages. La structure supérieure peut être aménagée de manière à servir de toit-terrasse.  With this way of achieving the intermediate and upper frames, it is possible to achieve floors with a hard slab, particularly solid, and not just consisting of simple panels. It is thus possible to realize a construction of several floors. The upper structure can be arranged to serve as a roof terrace.
[0037] Les figures 4 à 9 montrent un procédé évolué et particulièrement avantageux pour mettre en œuvre une construction selon l'invention. Le début de la construction est identique à ce qui a été décrit ci-dessus. Comme le montre la figure 4, des poteaux 22 sont assemblés sur un cadre inférieur 10. Les dessins montrent des poteaux 22 montés le long des bords latéraux de la construction, mais la description s'applique également aux poteaux situés aux angles de la construction. Figures 4 to 9 show an evolved and particularly advantageous method for implementing a construction according to the invention. The beginning of the construction is identical to what has been described above. As shown in Fig. 4, posts 22 are assembled on a lower frame 10. The drawings show posts 22 mounted along the side edges of the construction, but the description also applies to posts at the corners of the construction.
[0038] Les poteaux 22 sont de longueur égale à la hauteur voulue pour un étage. The posts 22 are equal in length to the desired height for a floor.
Les raccords 28 sont montés à l'extrémité supérieure du poteau 22 et permettent de relier une poutre 24 au poteau 22. Deux poteaux situés en vis- à-vis sont reliés par une poutre 24 et forment ainsi un portique. On notera que le raccord 28 est également agencé de manière à laisser un libre accès à l'extrémité supérieure du poteau, c'est-à-dire que le raccord est fixé sur les côtés du poteau et peut être traversé par le poteau. De préférence, on s'arrangera pour avoir accès aux vis de fixation du raccord sur le poteau, même après le montage des murs, comme on le comprendra ci-après. The connectors 28 are mounted at the upper end of the post 22 and are used to connect a beam 24 to the post 22. Two posts located vis-à-vis are connected by a beam 24 and thus form a gantry. We will note that the connector 28 is also arranged to allow free access to the upper end of the pole, that is to say that the connector is fixed on the sides of the pole and can be crossed by the pole. Preferably, it will be arranged to have access to the fixing screws of the connection to the pole, even after mounting the walls, as will be understood below.
[0039] Plus particulièrement, pour atteindre ce but, les raccords 28 (voir fig. 4-2) peuvent comprendre une première partie 281 de section en U, dimensionnée pour s'adapter et être fixée sur un poteau, tout en permettant le libre mouvement du poteau à l'intérieur de cette première partie. Les dimensions du U sont donc plus grandes que la section du poteau. Les raccords comprennent encore deux parois 28c, formant une deuxième partie 282 de section en U, opposée à la première partie, c'est-à-dire que les première et deuxième parties ont en commun le fond du U 28a. Cette deuxième partie 282 permet d'accueillir et de fixer une poutre 24. Une surface d'appui 28d peut également être prévue pour poser la poutre 24 lors de son assemblage.  More particularly, to achieve this purpose, the connectors 28 (see FIG 4-2) may comprise a first portion 281 U-section, sized to fit and be fixed on a pole, while allowing the free movement of the pole inside this first part. The dimensions of the U are therefore larger than the section of the post. The connectors also comprise two walls 28c forming a second portion 282 of U-shaped section, opposite to the first part, that is to say that the first and second parts have in common the bottom of the U 28a. This second portion 282 can accommodate and fix a beam 24. A bearing surface 28d can also be provided to install the beam 24 during its assembly.
[0040] Des murs sont ensuite montés entre les poteaux 22, comme décrit ci-dessus et comme on peut le voir sur la figure 5. Des fers d'armatures sont insérés dans les murs, reliant les murs de part et d'autre d'un poteau.  Walls are then mounted between the posts 22, as described above and as can be seen in Figure 5. Reinforcements are inserted into the walls, connecting the walls on both sides of the wall. a pole.
[0041] Puis, ainsi qu'illustré à la figure 6, des fers d'armatures verticaux 42 sont posés autour des poteaux et des raccords 28. Des panneaux 40 de coffrage sont disposés en vue de couler un coffrage au niveau des poteaux. Du côté de l'intérieur de la construction, le panneau 40 sert également de soutien et de maintien provisoire à la poutre 24. Ce panneau étant posé, le poteau 22 est désolidarisé du raccord 28, simplement par dévissage, et peut être retiré par le haut, en traversant le raccord 28, qui reste en place en étant relié à la poutre 24 qui est maintenue en place par le panneau 40. On notera que la poutre pourrait aussi être maintenue par un simple étai. Then, as shown in Figure 6, vertical reinforcing bars 42 are placed around the posts and connectors 28. 40 formwork panels are arranged for casting a formwork at the posts. On the interior side of the construction, the panel 40 also serves as a support and temporary support for the beam 24. This panel being placed, the post 22 is detached from the connection 28, simply by unscrewing, and can be removed by the high, through the connector 28, which remains in place being connected to the beam 24 which is held in place by the panel 40. Note that the beam could also be maintained by a simple strut.
[0042] Lorsque, lors du retrait du poteau 22, son extrémité inférieure arrive au niveau du raccord 28, le poteau 22 peut être refixé au raccord et s'étend alors au niveau d'un étage supérieur. Une fois le poteau 22 repositionné, le coffrage peut être réalisé en intégrant les raccords 28. On peut ensuite réaliser la dalle de l'étage intermédiaire, notamment en posant des hourdis, comme proposé aux figures 8 et 9. Les poteaux 22 ayant servi à la construction des murs de l'étage inférieur peuvent être réutilisés pour la construction des murs de l'étage supérieur, qui sont réalisés de manière similaire. Les poteaux peuvent être finalement retirés et réutilisés à nouveau, pour un étage supplémentaire ou pour une autre construction. Les poteaux pourraient également être conservés dans les murs. On notera également qu'on peut se contenter d'une construction à un étage, de laquelle les poteaux sont retirés. When, at the removal of the post 22, its lower end arrives at the connection 28, the post 22 can be reattached to the connection and then extends at an upper floor. Once the post 22 repositioned, the formwork can be made by integrating the connectors 28. The slab of the intermediate stage can then be made, in particular by laying the slabs, as proposed in FIGS. 8 and 9. The posts 22 having served for the construction of the lower floor walls can be reused for the construction of the walls of the upper floor, which are made in a similar manner. The posts can be finally removed and reused again, for an additional floor or for another building. The posts could also be kept in the walls. It should also be noted that one-storey construction can be used, from which the posts are removed.
[0043] Enfin, les poteaux situés aux coins de la construction peuvent également être retirées très simplement, dans la mesure où la poutre 24 qui forme le portique reliant deux poteaux d'angle, est préalablement retirée et remplacée par une rangée de briques de même hauteur. On réalise ensuite un coffrage, avantageusement renforcé par des fers, comme proposé à la figure 3, dans l'espace laissé libre par les poteaux.  Finally, the posts at the corners of the construction can also be removed very simply, insofar as the beam 24 which forms the gantry connecting two corner posts, is previously removed and replaced by a row of bricks of the same height. Then formwork is made, advantageously reinforced by irons, as proposed in Figure 3, in the space left free by the posts.
[0044] De manière très intéressante, le squelette d'une telle construction, constitué des poutres 24, éventuellement de poteaux 22, et de barres de liaison, peut être fabriqué dans un premier endroit, tandis que tout l'assemblage et le remplissage des murs peut être réalisé dans un autre endroit, dans lequel il pourrait être difficile de fabriquer le squelette. Les éléments du squelette étant légers, leur transport est peu coûteux, tandis que les éléments plus lourds participant au remplissage sont prélevés sur le lieu de l'assemblage. En outre, les poteaux étant réutilisables, soit entre différents niveaux d'une construction ou entre des constructions différentes, les coûts de construction sont encore optimisés.  In a very interesting way, the skeleton of such a construction, consisting of beams 24, possibly poles 22, and connecting bars, can be manufactured in a first place, while all the assembly and filling of walls can be realized in another place, in which it might be difficult to manufacture the skeleton. The skeleton elements being light, their transport is inexpensive, while the heavier elements involved in the filling are taken at the place of assembly. In addition, since the columns are reusable, either between different levels of a building or between different constructions, the construction costs are further optimized.

Claims

Revendications claims
1. Procédé de montage d'une construction à montage rapide, comprenant un cadre inférieur (10), une structure supérieure (26) comportant au moins une poutre (24), caractérisé en ce qu'il comprend les étapes suivantes: 1. A method of mounting a quick-erect construction, comprising a lower frame (10), an upper structure (26) having at least one beam (24), characterized in that it comprises the following steps:
- monter le cadre inférieur (10),  - mount the lower frame (10),
- fixer au moins quatre poteaux (22) perpendiculairement au cadre inférieur,  - fix at least four posts (22) perpendicularly to the lower frame,
- fixer des raccords (28) sur les poteaux, au niveau de l'extrémité supérieure des poteaux, les raccords (28) présentant un profil adapté pour coopérer avec lesdits poteaux (22), tout en permettant le déplacement relatif des poteaux et des raccords,  - Fixing connectors (28) on the posts, at the upper end of the posts, the connectors (28) having a profile adapted to cooperate with said posts (22), while allowing the relative movement of the posts and fittings ,
- relier lesdits poteaux deux à deux par une poutre (24) montée sur le raccord,  connecting said posts two by two by a beam (24) mounted on the connection,
- monter un mur entre les poteaux (22),  - mount a wall between the posts (22),
- retirer les poteaux en les sortant du raccord du côté du haut des poteaux (22),  - remove the posts by taking them out of the connection at the top side of the posts (22),
- réaliser un coffrage dans les espaces libérés par les poteaux. 2. Procédé selon la revendication 1 , caractérisé en ce qu'on dispose un élément de support et de maintien de la poutre (24) avant de retirer le poteau fixé au raccord sur lequel ladite poutre (24) est assemblée.  - Make a formwork in the spaces released by the posts. 2. Method according to claim 1, characterized in that there is a support member and holding the beam (24) before removing the post attached to the connector on which said beam (24) is assembled.
3. Procédé selon la revendication 1 , dans lequel les poteaux (22) d'angle situés aux coins de la construction sont retirés après avoir retiré la poutre (24) reliant deux poteaux d'angle et après avoir remplacé ladite poutre par une rangée de briques de même hauteur. A method according to claim 1, wherein the corner posts (22) at the corners of the building are removed after removing the beam (24) connecting two corner posts and after replacing said beam with a row of bricks of the same height.
4. Procédé selon l'une des revendications 1 à 3, caractérisé en ce que les poteaux (22), après avoir été retirés, sont réassemblés sur les raccords (28) pour construire un étage supérieur ayant comme base, ladite structure supérieure (26). 4. Method according to one of claims 1 to 3, characterized in that the poles (22), after being removed, are reassembled on the connectors (28) to build an upper stage having as a base, said upper structure (26). ).
5. Procédé selon la revendication 4, dans lequel les poteaux sont finalement retirés de la construction. The method of claim 4, wherein the posts are finally removed from the construction.
6. Procédé selon l'une des revendications 2 à 5, dans lequel l'élément de support est utilisé dans l'étape de coffrage, pour délimiter un volume de coffrage. 6. Method according to one of claims 2 to 5, wherein the support member is used in the formwork step, to define a formwork volume.
7. Procédé selon l'une des revendications précédentes, caractérisé en ce qu'il comprend la réalisation d'une dalle au niveau de la structure supérieure. 8. Procédé selon la revendication 7, dans lequel la dalle est réalisée à base de hourdis, de béton, de bois ou de panneau en acier. 7. Method according to one of the preceding claims, characterized in that it comprises the realization of a slab at the level of the upper structure. 8. The method of claim 7, wherein the slab is made based on slabs, concrete, wood or steel panel.
Procédé selon l'une des revendications précédentes, caractérisé en ce que des barres métalliques de renforts (34) sont insérées dans les murs, de part et d'autre des poteaux (22), une première extrémité de la barre métallique étant située d'un premier côté d'un poteau (22), la deuxième extrémité de la barre métallique étant située de l'autre côté dudit poteau (22). Method according to one of the preceding claims, characterized in that reinforcing metal bars (34) are inserted into the walls, on either side of the posts (22), a first end of the metal bar being located a first side of a pole (22), the second end of the metal bar being located on the other side of said pole (22).
10. Construction à montage rapide obtenue par le procédé selon la revendication 2 et selon l'une des revendications 4 à 9, caractérisée en ce qu'elle comprend un cadre inférieur (10), une structure supérieure (26) et au moins quatre coffrages réalisés dans les espaces laissés libres par lesdits poteaux (22) et reliant le cadres inférieur et la structure supérieure, et en ce qu'elle comporte, en outre, un cadre intermédiaire (32), parallèle au cadre inférieur, comportant des poutres (24) assemblées sur lesdits coffrages au moyen desdits raccords (28), lesdits raccords (28) étant solidaires, d'une part, à une poutre (24) et, d'autre part, à un coffrage. 10. Fast assembly construction obtained by the method according to claim 2 and according to one of claims 4 to 9, characterized in that it comprises a lower frame (10), an upper structure (26) and at least four forms made in the spaces left free by said posts (22) and connecting the lower frames and the upper structure, and in that it further comprises an intermediate frame (32), parallel to the lower frame, comprising beams (24). ) assembled on said formwork by means of said connectors (28), said connectors (28) being integral, on the one hand, to a beam (24) and, on the other hand, to a formwork.
1 1. Construction à montage rapide selon la revendication 10, caractérisée en ce que lesdits raccords (28) comprennent 1. A quick-erect construction according to claim 10, characterized in that said connectors (28) comprise
- une première partie (281 ) de section en U, dimensionnée pour s'adapter et être fixée initialement sur un poteau (22), tout en permettant le libre mouvement du poteau à l'intérieur de cette première partie, et - une deuxième partie (282) opposée à la première partie, formée par deux parois (28c) et le fond (28a) de la première partie, formant une deuxième partie de section en U, ladite deuxième partie accueillant une poutre (24). 12. Construction selon l'une des revendications 10 à 1 1 , caractérisée en ce que ledit cadre intermédiaire (32) sert de support à une dalle, définissant un étage. a first U-section portion (281) sized to fit and initially attached to a post (22) while permitting free movement of the post within said first portion, and - a second portion (282) opposite the first portion, formed by two walls (28c) and the bottom (28a) of the first portion, forming a second U-section portion, said second portion accommodating a beam (24). 12. Construction according to one of claims 10 to 1 1, characterized in that said intermediate frame (32) serves as support for a slab, defining a floor.
13. Construction selon la revendication 1 1 , caractérisée en ce que lesdites barres de liaison (30) sont des profilés métalliques, en équerre, dont un bord est découpé à l'endroit où elles croisent les poutres. 13. Construction according to claim 1 1, characterized in that said connecting bars (30) are metal profiles, at right angles, an edge is cut at the point where they intersect the beams.
14. Construction selon l'une des revendications 10 à 13, comportant des murs construits entre les poteaux, caractérisée en ce que des barres métalliques de renforts (34) sont insérées dans les murs, de part et d'autre des coffrages, une première extrémité de la barre métallique étant située d'un premier côté d'un coffrage, la deuxième extrémité de la barre métallique étant située de l'autre côté dudit coffrage. 14. Construction according to one of claims 10 to 13, comprising walls constructed between the posts, characterized in that reinforcement metal bars (34) are inserted into the walls, on either side of the formwork, a first end of the metal bar being located on a first side of a formwork, the second end of the metal bar being located on the other side of said formwork.
PCT/EP2010/068417 2009-11-30 2010-11-29 Method for building a rapid-assembly structure WO2011064366A2 (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4455792A (en) 1981-02-10 1984-06-26 Roland Pasco Process for erecting a building and building erected in accordance therewith
EP1130193A1 (en) 2000-03-01 2001-09-05 Metal Plan Fast build construction
EP1498558A1 (en) 2003-07-15 2005-01-19 Jean-Louis Baume Rapidily erectable construction

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Publication number Priority date Publication date Assignee Title
NL275236A (en) * 1961-03-03
FR2179494B1 (en) * 1972-04-10 1978-03-03 Cometube Gie
NL9200998A (en) * 1992-06-05 1994-01-03 Voorbij Groep Bv BEARING COLUMN AND FACADE PLATE TO BE USED IN COMBINATION WITH THAT BEARING COLUMN.
ATE410566T1 (en) * 2002-05-16 2008-10-15 Dyntek Pte Ltd SUPPORT LINK SYSTEM

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4455792A (en) 1981-02-10 1984-06-26 Roland Pasco Process for erecting a building and building erected in accordance therewith
EP1130193A1 (en) 2000-03-01 2001-09-05 Metal Plan Fast build construction
EP1498558A1 (en) 2003-07-15 2005-01-19 Jean-Louis Baume Rapidily erectable construction

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EP2507439A2 (en) 2012-10-10

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