EP0266455A1 - Method and construction framework, and a construction comprising such a framework - Google Patents

Method and construction framework, and a construction comprising such a framework Download PDF

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Publication number
EP0266455A1
EP0266455A1 EP86201908A EP86201908A EP0266455A1 EP 0266455 A1 EP0266455 A1 EP 0266455A1 EP 86201908 A EP86201908 A EP 86201908A EP 86201908 A EP86201908 A EP 86201908A EP 0266455 A1 EP0266455 A1 EP 0266455A1
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EP
European Patent Office
Prior art keywords
elements
framework
profiles
frame
construction
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Withdrawn
Application number
EP86201908A
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German (de)
French (fr)
Inventor
Michel Jean-Marie Buts
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BUTS MICHEL JEAN MARIE
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BUTS MICHEL JEAN MARIE
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Publication date
Application filed by BUTS MICHEL JEAN MARIE filed Critical BUTS MICHEL JEAN MARIE
Priority to EP86201908A priority Critical patent/EP0266455A1/en
Publication of EP0266455A1 publication Critical patent/EP0266455A1/en
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/32—Columns; Pillars; Struts 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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/165—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with elongated load-supporting parts, cast in situ
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • 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
    • E04B2001/2481—Details of wall panels
    • 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
    • E04B2001/2484—Details of floor panels or slabs

Definitions

  • the present invention relates to a method of constructing a structure, for example a building, a dwelling, or the like.
  • the present invention also relates to a building frame, comprising horizontal frame elements and vertical frame elements for supporting panel elements in order to form walls and partitions of the construction, the horizontal frame elements comprising elements.
  • basic frame profiled, which have a seating surface to rest on a fitted floor and which are anchored to the ground by anchoring means
  • upper framework elements profiled, which have a surface of support for the support of a belt of load-bearing floor or roof elements to which they can be fixed by retaining means
  • the vertical framework elements being profiles which are interposed between the basic horizontal framework elements and respectively upper, and the ends of which are connected to the horizontal frame elements by fixing means, the profiles of the vertical and horizontal frame elements of the connected to the same wall or partition jointly determining two parallel planes, in which are located surfaces of the profiles used for fixing panel elements.
  • the invention also relates to a construction comprising such a framework.
  • thermal and / or acoustic insulation that may be provided can only be designed with light materials, such as glass wool, polyurethane foam, etc., this type of material only conferring little rigidity in the construction and being even to be advised in the case of humid climates, because they can be the seat of molds.
  • light materials such as glass wool, polyurethane foam, etc.
  • the object of the present invention is to combine the two construction methods described above in order to carry out the prior assembly of a metal frame, the prefabricated elements of which are relatively light and easy to handle and store, and to apply only 'later panel elements on the mounted frame.
  • the use of materials significantly improving the rigidity of form and the good mechanical strength of the assembly must, according to the invention, be possible in a simple and economical manner.
  • a construction method comprising in a first step an assembly of a frame, this assembly comprising the anchoring to the ground of horizontal frame elements forming a base belt of the frame, the assembly to these horizontal frame elements of vertical frame elements which, by a simple form cooperation with the previous ones are stabilized in an upright position, the assembly to the upright frame elements erected of horizontal frame elements forming an upper or storey belt, by a simple form cooperation, and the fixing with a respective block of the framework elements thus assembled, and in a second step, the attachment on the framework of panel elements in order to form walls and partitions of the construction, and the fixing on the horizontal framework elements forming an upper or storey belt of load-bearing storey or roofing elements, and in a possible third stage, filling from above of hollow compartments, formed between the framework elements and the panel elements, by a m filling station capable of flowing, and advantageously capable of solidifying inside said compartments.
  • a framework as described at the beginning which is characterized in that the basic framework elements anchored to the ground and the ends of the vertical framework elements located opposite these have means d mutual assembly capable, by simple form cooperation, of stabilizing alone in a straight position the vertical frame elements mounted on the base frame elements, in that the upper frame elements and the ends of the elements vertical frame located opposite these have mutual assembly means cooperating together only by their shape, when the vertical frame elements are in the above upright position, in that the anchoring means, retaining means, means mutual assembly and aforesaid fixing means are located between the parallel planes sudits, no part of the said profiles crossing these planes outwards, and in that the framework thus formed is perfectly stable, while still not supporting any panel element.
  • the profiles of the vertical frame elements have a width equal to that of the profiles of the horizontal frame elements, the distance between said parallel planes being equal to this width.
  • the profiles of the basic and respectively upper horizontal framing elements have an identical U-shaped cross section, comprising a central core and two lateral wings arranged perpendicular to the central core.
  • each of the aforementioned lateral wings being provided at its end opposite to the central core with an external wing extending towards the outside, parallel to the central core, the surface of these external wings situated opposite the central core forming said seat surface or respectively said support surface, the distance between the free edges of the outer wings being equal to the above width
  • the central core being provided with mortise intervals, with which the ends of the profiles of the vertical frame elements are able to cooperate by their shape.
  • the profiles of the vertical frame elements each have a U-shaped cross section comprising a central core and two lateral wings whose internal faces are located at a mutual distance corresponding to the width of the central core of the profiles of the horizontal frame elements, the internal faces of these lateral wings and the external faces of the side wings of the profiles of the horizontal frame elements forming the abovementioned contact surfaces, each of the lateral wings of the profiles vertical frame elements being provided, at its end opposite to the central core, with a cross-sectional extension also in the form of a U whose branch connected to the lateral wing extends outwards, the faces external of the webs of these two U-shaped extensions being located in said parallel planes, two notches being cut out, at each of the ends of the central web of s profiles of vertical frame elements, along its edges connected to the lateral wings, so as to form a stud capable of penetrating said mortises, the latter being each arranged transversely in the central core of the profiles of the frame elements horizontal and
  • the subject of the invention is also a construction comprising a frame according to the invention, and panel elements applied to at least part of the aforementioned fixing surfaces of the profiles which are arranged in said parallel planes as well as the aforementioned bearing elements d floor or roof.
  • the construction comprises hollow compartments formed between the mutually assembled framework elements and said panel elements fixed along said parallel planes of each wall or partition, these compartments being able to be filled by the top of a material capable of flowing.
  • the filling material of the compartments, capable of flowing is capable of solidifying inside the compartments, thus serving as means increasing the mechanical resistance of the construction.
  • the invention relates to a framework for a construction comprising horizontal framework elements 1 and 2 and vertical framework elements 3 for supporting panel elements 4 for the purpose of forming walls and partitions of the building.
  • the horizontal framing elements are formed from basic framing elements 1, profiled, which bear on a fitted floor 5 and from upper framing elements 2, profiled, which support bearing elements 6 and 7 of floor or roof.
  • the vertical frame elements 3 are profiles, which are interposed between the horizontal frame elements 1 and 2, to which they are connected.
  • the profiles of the basic horizontal frame elements 1 and respectively upper 2 have an identical cross section, in the form of U.
  • Each section has a central core 8 and two lateral wings 9 and 10, arranged perpendicular to the central core 8.
  • Each of the lateral wings 9, 10 is provided, at its end opposite to the central core 8, with an external wing 11, 12 extending outwards, parallel to the central core 8.
  • the central core has mortises at intervals 13 of rectangular shape, arranged transversely to the axis of the profiles.
  • the profiles of the vertical frame elements 3 each have a U-shaped cross section comprising a central core 14 and two lateral wings 15 and 16, the internal faces of which are located at a mutual distance d2 corresponding to the width dl (see FIG. 2) of the central core 8 of the horizontal framework elements 1, 2.
  • Each of the lateral wings 15, 16 is provided, at its end opposite to the central core 14, with a cross-section extension also in the form of a U.
  • Each of these extensions comprises a core 19, 20 and two branches, one of which 17, 18 is connected to the 'corresponding side wing 15, 16 and the other 21, 22 extends parallel inwardly.
  • the two cores 19 and 20 are arranged parallel to each other and, as is clear from FIG. 6, the distance between the external faces of these cores 19, 20 is equal to the distance between the free edges 23, 24 of the outer wings 11 and 12 of the horizontal frame elements 1, 2.
  • two notches 25, 26 are cut in the central core 14, along its edges connected to the side wings 15, 16.
  • the distance between the two notches 25, 26 corresponds to the length of the mortises 13 of the horizontal framework elements 1, 2. while the width of these corresponds to the thickness of the profiles of the vertical framework elements 3.
  • the cut ends of these therefore form tenons 27 which cooperate perfectly with the mortises 13.
  • the basic horizontal framework elements 1 are arranged on the ground so as to form a basic belt, and at bear on the ground by their external wings 11, 12 which form the seat surface of the frame.
  • the basic framework elements 1 are then anchored to the ground by anchoring means, for example by nails 28 (see FIG. 14), which are driven into the ground by being passed directly through the seat surface , i.e. the outer wings 11, 12.
  • the vertical frame elements 3, the individual weight of which remains low, are then successively easily erected, without requiring mechanical lifting means.
  • the tenon 27 at one of their ends is forced into one of the mortises 13 of the basic frame elements 1, until the end of the vertical profile comes to bear on the outer wings 11 and 12 of the corresponding horizontal profile.
  • the internal faces of the lateral wings 15 and 16 of the vertical profile are at their end assembled, in contact over a large surface with the lateral wings 9, 10 of the horizontal profile.
  • This assembly offers the advantage of being able to be carried out by a very limited number of unskilled persons, two being sufficient in the case of small constructions.
  • the upper horizontal frame elements 2 can then in turn be inserted in a similar manner, both on several tenons 27 provided at the upper ends of the vertical frame elements 3.
  • the assembly obtained is identical to that shown on Figure 5, in the inverted position.
  • the horizontal frame elements 2 thus form in the frame a storey or higher belt.
  • the frame elements can then be fixed to one another with the aid of fixing means, such as screws, bolts, etc.
  • fixing means such as screws, bolts, etc.
  • the profiles are fixed to the block by screws 39.
  • these screws 39 are provided so as to pass through the abovementioned contact surfaces between the sections, that is to say the wings 15, 16 of the vertical sections and the wings 9 , 10 horizontal profiles. As of this moment, the framework of a stage is finished.
  • the profiles of the horizontal frame elements and the profiles of the vertical frame elements have an equal width, the latter being equal to the distance between the external faces of the cores 19, 20 of the above-mentioned U-shaped extensions.
  • These external faces and the free edges 23, 24 are therefore, after mounting of the framework, arranged in two parallel planes, located on either side of the profiles. No part of these crosses these planes outwards.
  • the profiles are such that all the anchoring means 28, retaining means 29, fixing means 39 and mutual assembly means, 13, 27 and respectively 9, 10, 15, 16, which have been discussed more above, are located between the above-mentioned parallel planes. They are therefore advantageously retracted when the panel elements are hung. This not only improves the aesthetic appearance of the construction, but also does not require costly machining of the profiles to allow retracting the above means on the side faces of the prefabricated walls.
  • the frame according to the invention can be assembled in its entirety, including for internal partitions and along several perpendicular external walls, before any subsequent mounting of internal or external panel elements 4 on the framework ( Figure 11 is shown before mounting the panels 4, Figure 13 after mounting).
  • a corner stiffening element 40 can optionally be provided.
  • the central cores of the profiles according to the invention are pierced with through openings 32.
  • the hollow compartments 33 (see Figure 13) formed between the sections 1 to 3 and the panel elements 4 applied against the frame both outside and inside are thus brought into communication.
  • the cavity 30 formed between the ground 5 and the basic horizontal framework elements 1 enters into communication with these hollow compartments 33.
  • the profiles and the panel elements can then play the role of formwork. and allow the passage openings 32 of the upper frame elements 3 to fill these forms with a material capable of flowing 34. It may be stabilized sand, a concrete slurry, laterite, etc ...
  • this filling material will be able to solidify inside the formwork (see Figures 13 and 14) and thus increase the mechanical strength of the construction.
  • the filling material can advantageously be insulating from the thermal and / or acoustic point of view.
  • the construction according to the invention thus offers the advantage of easy assembly, while requiring very few different parts.
  • the frame each element of which is light, is easily assembled by few people. On it common light panels are hung, forming a formwork to be filled from above by a material such as concrete, or in tropical countries, the traditional building material, for example laterite.
  • an additional splaying section 35 can be provided, capable of closing the hollow compartments 33 left open by the drilling of the door or window openings.
  • These flares 35 are full and completely cover the four open sides of the door openings by clamping between their wings 36 the two corresponding opposite panel elements 4.
  • Their central core 37 has a projection 38 in its part median so as to form the narrowing of the splay.
  • upper horizontal framework elements of a shape different from that of the lower horizontal framework elements, for example a framework element as illustrated in FIG. 15.
  • This element has, in addition to the profile shown in the Figure 2 parallel raising wings 41, 42 which are located in the parallel planes formed by the external fac es 19 and 20 of the vertical frame elements. These raising wings are optionally held parallel by retaining rods 43.
  • This profile can serve as formwork for pouring into concrete, for example foam concrete, and thus form support beams for the next floor.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Construction framework, comprising horizontal framework elements (1) and vertical framework elements (3) for supporting panel elements, wherein the base framework elements (1), which are anchored in the ground, and the ends of the vertical framework elements (3) possess mutual-assembly means which are capable, by a simple interaction of shape, of stabilising, by themselves, the vertical framework elements (3) in an upright position, the upper framework elements and the ends of the vertical framework elements (3) situated opposite the latter possessing mutual-assembly means which also interact solely as a result of their shape, all the anchoring and retaining means of the profiles and their mutual-assembly means and fixing means (39) being located between parallel planes, in which surfaces (19,20) of the profiles used for fixing panel elements are located. <IMAGE>

Description

La présente invention concerne un procédé de construction d'une structure par exemple d'un bâtiment, d'une habitation, ou analogue.The present invention relates to a method of constructing a structure, for example a building, a dwelling, or the like.

La présente invention concerne aussi une ossature de construction, comprenant des éléments d'ossasture horizontaux et des éléments d'ossature verticaux pour supporter des éléments de panneau en vue de former parois et cloisons de la construction, les éléments d'ossature horizontaux comprenant des éléments d'ossature de base, profilés, qui présentent une surface d'assise pour prendre appui sur un sol aménagé et qui sont ancrés au sol par des moyens d'ancrage, et des éléments d'ossature supérieurs, profilés, qui présentent une surface de soutien pour le support d'une ceinture d'éléments portants d'étage ou de toiture auxquels ils peuvent être fixés par des moyens de retenue, les éléments d'ossature verticaux étant des profilés qui sont intercalés entre les éléments d'ossature horizontaux de base et respectivement supérieurs, et dont les extrémités sont reliées aux éléments d'ossature horizontaux par des moyens de fixation, les profilés des éléments d'ossature verticaux et horizontaux destinés à une même paroi ou cloison déterminant conjointement deux plans parallèles, dans lesquels sont localisées des surfaces des profilés utilisées pour la fixation d'éléments de panneau.The present invention also relates to a building frame, comprising horizontal frame elements and vertical frame elements for supporting panel elements in order to form walls and partitions of the construction, the horizontal frame elements comprising elements. basic frame, profiled, which have a seating surface to rest on a fitted floor and which are anchored to the ground by anchoring means, and upper framework elements, profiled, which have a surface of support for the support of a belt of load-bearing floor or roof elements to which they can be fixed by retaining means, the vertical framework elements being profiles which are interposed between the basic horizontal framework elements and respectively upper, and the ends of which are connected to the horizontal frame elements by fixing means, the profiles of the vertical and horizontal frame elements of the connected to the same wall or partition jointly determining two parallel planes, in which are located surfaces of the profiles used for fixing panel elements.

L'invention concerne également une construction comprenant une telle ossature.The invention also relates to a construction comprising such a framework.

Dans les pays tropicaux il est connu, selon la technique traditionnelle, de construire des habitations en montant tout d'abord une ossature, constituée par exemple de branchages, puis d'appliquer sur l'ossature un matériau semi-liquide capable de prendre en séchant, comme du pisé, du torchis, etc... Un tel matériau, qui présente d'excellentes propriétés d'isolation thermique, fournit à l'ossature une rigidité de forme et une bonne résistance mécanique, tandis que les éléments de l'ossature servent de raidisseurs à l'ensemble.In tropical countries it is known, according to the traditional technique, to build dwellings by first mounting a frame, consisting for example of branches, then to apply to the frame a semi-liquid material capable of taking on drying , such as rammed earth, cob, etc. Such a material, which has excellent thermal insulation properties, provides the frame with rigidity of form and good mechanical resistance, while the elements of the framework serve as stiffeners for the assembly.

Il est également connu de construire des habitations en matériaux préfabriqués. D'une manière courante, des parois ou parties de paroi, préfabriquées en atelier et comprenant chacune un cadre encerclant des éléments de panneau sur une ou deux des faces de la paroi, sont assemblées sur le site de construction. Les éléments de panneau confèrent aux cadres la résistance à la déformation. Ces parois sont lourdes en soi, ce qui pose nécessairement des problèmes de transport, et, pour être transférées de l'atelier sur le moyen de transport ou de celui-ci au site de fabrication ainsi que pour être dressées, ces parois demandent des moyens de levage puissants et coûteux. Les parois, une fois dressées, ont besoin de moyens de calage et d'alignement au sol particulièrement résistants et généralement disposés latéralement par rapport à la base des éléments de panneau. De plus, l'isolation thermique et/ou acoustique éventuellement prévue ne peut être conçue qu'en des matériaux légers, tels que de la laine de verre, de la mousse de polyuréthanne, etc..., ce type de matériaux ne conférant que peu de rigidité à la construction et étant même à déconseiller dans le cas de climats humides, car ils peuvent être le siège de moisissures. Dans le cas où les cadres préfabriqués sont transportés, indépendamment des panneaux, il faut prévoir des éléments d'entretoise provisoires pour empêcher toute déformation des cadres pendant le transport et le montage, ce qui augmente le coût. Une habitation en matériaux préfabriqués de ce genre est décrite dans le EP-B-0090473.It is also known to build homes in prefabricated materials. In common, walls or wall parts, prefabricated in the workshop and each comprising a frame encircling panel elements on one or two of the faces of the wall, are assembled on the construction site. The panel elements give the frames resistance to deformation. These walls are heavy in themselves, which necessarily poses transport problems, and, to be transferred from the workshop on the means of transport or from this to the manufacturing site as well as to be erected, these walls require means powerful and expensive lifting. The walls, once erected, need particularly resistant wedging and alignment means on the ground and generally arranged laterally relative to the base of the panel elements. In addition, the thermal and / or acoustic insulation that may be provided can only be designed with light materials, such as glass wool, polyurethane foam, etc., this type of material only conferring little rigidity in the construction and being even to be advised in the case of humid climates, because they can be the seat of molds. In the case where the prefabricated frames are transported, independently of the panels, provision must be made for temporary spacer elements to prevent any deformation of the frames during transport and assembly, which increases the cost. A dwelling made of such prefabricated materials is described in EP-B-0090473.

La présente invention a pour but de combiner les deux modes de construction décrits ci-dessus en vue de réaliser le montage préalable d'une ossature métallique dont les éléments préfabriqués soient relativement légers et aisés à manipuler et à entreposer, et de n'appliquer qu'ultérieurement des éléments de pan neau sur l'ossature montée. La mise en oeuvre de matériaux améliorant notablement la rigidité de forme et la bonne résistance mécanique de l'ensemble doit selon l'invention pouvoir être possible d'une manière simple et économique.The object of the present invention is to combine the two construction methods described above in order to carry out the prior assembly of a metal frame, the prefabricated elements of which are relatively light and easy to handle and store, and to apply only 'later panel elements on the mounted frame. The use of materials significantly improving the rigidity of form and the good mechanical strength of the assembly must, according to the invention, be possible in a simple and economical manner.

On résout les problèmes suivant l'invention par un procédé de construction, comprenant dans une première étape un assemblage d'une ossature, cet assemblage comprenant l'ancrage au sol d'éléments d'ossature horizontaux formant une ceinture de base de l'ossature, l'assemblage à ces éléments d'ossature horizontaux d'éléments d'ossature verticaux qui, par une simple coopération de forme avec les précédents sont stabilisés en position droite, l'assemblage aux éléments d'ossature verticaux dressés d'éléments d'ossature horizontaux formant une ceinture supérieure ou d'étage, par une simple coopération de forme, et la fixation à bloc respective des éléments d'ossature ainsi assemblés, et dans une deuxième étape, l'accrochage sur l'ossature d'éléments de panneau en vue de former parois et cloisons de la construction, et la fixation sur les éléments d'ossature horizontaux formant une ceinture supérieure ou d'étage d'éléments portants d'étage ou de toiture, et dans une éventuelle troisième étape le remplissage par le haut de compartiments creux, formés entre les éléments d'ossature et les éléments de panneau, par une matière de remplissage capable de s'écouler, et advantageusement capable de se solidifier à l'intérieur desdits compartiments.The problems according to the invention are solved by a construction method, comprising in a first step an assembly of a frame, this assembly comprising the anchoring to the ground of horizontal frame elements forming a base belt of the frame, the assembly to these horizontal frame elements of vertical frame elements which, by a simple form cooperation with the previous ones are stabilized in an upright position, the assembly to the upright frame elements erected of horizontal frame elements forming an upper or storey belt, by a simple form cooperation, and the fixing with a respective block of the framework elements thus assembled, and in a second step, the attachment on the framework of panel elements in order to form walls and partitions of the construction, and the fixing on the horizontal framework elements forming an upper or storey belt of load-bearing storey or roofing elements, and in a possible third stage, filling from above of hollow compartments, formed between the framework elements and the panel elements, by a m filling station capable of flowing, and advantageously capable of solidifying inside said compartments.

On prévoit aussi suivant l'invention une ossature telle que décrite au début, qui est caractérisée en ce que les éléments d'ossature de base ancrés au sol et les extrémités des éléments d'ossature verticaux situées en face de ces derniers présentent des moyens d'assemblage mutuel capables, par une simple coopération de forme, de stabiliser seuls en position droite les éléments d'ossature verticaux montés sur les éléments d'ossature de base, en ce que les éléments d'ossature supérieurs et les extrémités des éléments d'ossature verticaux situées en face de ces derniers présentent des moyens d'assemblage mutuel coopérant ensemble uniquement par leur forme, lorsque les éléments d'ossature verticaux sont dans la position droite susdite, en ce que les moyens d'ancrage, moyens de retenue, moyens d'assemblage mutuel et moyen de fixation susdits sont localisés entre les plans parallèles sudits, aucune partie des profilés susdits ne traversant ces plans vers l'extérieur, et en ce que l'ossature spatiale ainsi formée est parfaitement stable, tout en ne supportant enore aucun élément de panneau.There is also provided according to the invention a framework as described at the beginning, which is characterized in that the basic framework elements anchored to the ground and the ends of the vertical framework elements located opposite these have means d mutual assembly capable, by simple form cooperation, of stabilizing alone in a straight position the vertical frame elements mounted on the base frame elements, in that the upper frame elements and the ends of the elements vertical frame located opposite these have mutual assembly means cooperating together only by their shape, when the vertical frame elements are in the above upright position, in that the anchoring means, retaining means, means mutual assembly and aforesaid fixing means are located between the parallel planes sudits, no part of the said profiles crossing these planes outwards, and in that the framework thus formed is perfectly stable, while still not supporting any panel element.

Suivant une forme de réalisation particulière de l'invention, en section transversale, les profilés des éléments d'ossature verticaux ont une largeur égale à celle des profilés des éléments d'ossature horizontaux, la distance entre lesdits plans parallèles étant égale à cette largeur.According to a particular embodiment of the invention, in cross section, the profiles of the vertical frame elements have a width equal to that of the profiles of the horizontal frame elements, the distance between said parallel planes being equal to this width.

Suivant une forme de réalisation avantageuse de l'invention, les profilés des éléments d'ossature horizontaux de base et respectivement supérieurs présentent une section transversale identique, en forme de U, comprenant une âme centrale et deux ailes latérales disposées perpendiculairement à l'âme centrale, chacune des ailes latérales susdites étant pourvue à son extrémité opposée à l'âme centrale d'une aile externe s'étendant vers l'extérieur, parallèlement à l'âme centrale, la surface de ces ailes externes située à l'opposé de l'âme centrale formant ladite surface d'assise ou respectivement ladite surface de soutien, la distance entre les bords libres des ailes externes étant égale à la largeur susdite, l'âme centrale étant pourvue à intervalles de mortaises, avec lesquelles les extrémités des profilés des éléments d'ossature verticaux sont capables de coopérer par leur forme.According to an advantageous embodiment of the invention, the profiles of the basic and respectively upper horizontal framing elements have an identical U-shaped cross section, comprising a central core and two lateral wings arranged perpendicular to the central core. , each of the aforementioned lateral wings being provided at its end opposite to the central core with an external wing extending towards the outside, parallel to the central core, the surface of these external wings situated opposite the central core forming said seat surface or respectively said support surface, the distance between the free edges of the outer wings being equal to the above width, the central core being provided with mortise intervals, with which the ends of the profiles of the vertical frame elements are able to cooperate by their shape.

Suivant une forme de réalisation préférée de l'invention, les profilés des éléments d'ossature verticaux présentent chacun une section transversale en forme de U comprenant une âme centrale et deux ailes latérales dont les faces internes s ont situées à une distance mutuelle correspondant à la largeur de l'âme centrale des profilés des éléments d'ossature horizontaux, les faces internes de ces ailes latérales et les faces externes des ailes latérales des profilés des éléments d'ossature horizontaux formant les surfaces de contact susdites, chacune des ailes latérales des profilés des éléments d'ossature verticaux étant pourvue, à son extrémité opposée à l'âme centrale, d'un prolongement à section transversale également en forme de U dont la branche reliée à l'aile latérale s'étend vers l'extérieur, les faces externes des âmes de ces deux prolongements en forme de U étant situées dans lesdits plans parallèles, deux entailles étant découpées, à chacune des extrémités de l'âme centrale des profilés des éléments d'ossature verticaux, le long de ses bords raccordés aux ailes latérales, de façon à former un tenon capable de pénétrer dans lesdites mortaises, ces dernières étant chacune disposées transversalement dans l'âme centrale des profilés des éléments d'ossature horizontaux et ayant une épaisseur sensiblement égale à l'épaisseur des tenons précités, lesdites surfaces de contact et les tenons et mortaises formant les moyens d'assemblage mutuel précités.According to a preferred embodiment of the invention, the profiles of the vertical frame elements each have a U-shaped cross section comprising a central core and two lateral wings whose internal faces are located at a mutual distance corresponding to the width of the central core of the profiles of the horizontal frame elements, the internal faces of these lateral wings and the external faces of the side wings of the profiles of the horizontal frame elements forming the abovementioned contact surfaces, each of the lateral wings of the profiles vertical frame elements being provided, at its end opposite to the central core, with a cross-sectional extension also in the form of a U whose branch connected to the lateral wing extends outwards, the faces external of the webs of these two U-shaped extensions being located in said parallel planes, two notches being cut out, at each of the ends of the central web of s profiles of vertical frame elements, along its edges connected to the lateral wings, so as to form a stud capable of penetrating said mortises, the latter being each arranged transversely in the central core of the profiles of the frame elements horizontal and having a thickness substantially equal to the thickness of the aforementioned studs, said contact surfaces and the tenons and mortises forming the aforementioned mutual assembly means.

A l'aide d'une ossature suivant l'invention, il est alors possible de réaliser une construction. Aussi l'invention a également pour objet une construction comprenant une ossature suivant l'invention, et des éléments de panneau appliqués sur au moins une partie des surfaces de fixation susdites des profilés qui sont agencées dans lesdits plans parallèles ainsi que des éléments portants susdits d'étage ou de toiture.Using a frame according to the invention, it is then possible to make a construction. The subject of the invention is also a construction comprising a frame according to the invention, and panel elements applied to at least part of the aforementioned fixing surfaces of the profiles which are arranged in said parallel planes as well as the aforementioned bearing elements d floor or roof.

Suivant une forme avantageuse de réalisation de l'invention, la construction comprend des compartiments creux formés entre les éléments d'ossature mutuellement assemblés et lesdits éléments de panneau fixés le long desdits plans parallèles de chaque paroi ou cloison, ces compartiments pouvant être remplis par le haut d'une matière capable de s'écouler. Avantageusement la matière de remplissage des compartiments, capable de s'écouler, est capable de se solidifier à l'intérieur des compartiments en servant ainsi de moyens augmentant la résistance mécanique de la construction.According to an advantageous embodiment of the invention, the construction comprises hollow compartments formed between the mutually assembled framework elements and said panel elements fixed along said parallel planes of each wall or partition, these compartments being able to be filled by the top of a material capable of flowing. Advantageously, the filling material of the compartments, capable of flowing, is capable of solidifying inside the compartments, thus serving as means increasing the mechanical resistance of the construction.

D'autres détails et particularités de l'inventioin ressortiront de la description donnée ci-après, à titre non limitatif et avec référence aux dessins annexés.

  • La Figure 1 représente une vue en plan, partielle, d'un élément d'ossature horizontal d'une ossature suivant l'invention.
  • La Figure 2 représente une vue en coupe, suivant la ligne II-II de la Figure 1.
  • La Figure 3 représente une vue en élévation d'une extrémité d'un élément d'ossature vertical d'une ossature suivant l'invention, cette vue correspondant à une vue à partir du bas du profilé représenté sur la Figure 4.
  • La Figure 4 représente une vue en coupe, suivant la ligne IV-IV de la Figure 3.
  • La Figure 5 représente une vue en perspective brisée, à l'échelle réduite, de la position d'assemblage de l'élément d'ossature vertical selon les Figures 3 et 4 et de l'élément d'ossature horizontal selon les Figures 1. et 2.
  • La Figure 6 représente une vue de l'assemblage de la Figure 5, prise en coupe selon la ligne VI-VI de la Figure 7.
  • La Figure 7 représente une vue de cet assemblage, suivant la ligne VII-VII de la Figure 6.
  • La Figure 8 représente une vue en coupe partielle d'une ouverture de porte ou de fenêtre d'une construction suivant l'invention, selon la ligne VIII-VIII de la Figure 9.
  • La Figure 9 représente une vue en coupe, suivant la ligne IX-IX de la Figure 8.
  • Les Figures 10 à 13 représentent des vues en coupe horizontale, partielles, de différents modes de montage d'une ossature suivant l'invention. La Figure 11 illustre en particulier une forme de réalisation avant la pose des éléments de panneau.
  • La Figure 14 représente une vue en coupe vert icale partielle, illustrant une construction suivant l'invention.
  • La Figure 15 représente une vue en coupe d'une variante de réalisation d'élément d'ossature horizontal supérieur.
Other details and particularities of the invention will emerge from the description given below, without implied limitation and with reference to the attached drawings.
  • Figure 1 shows a partial plan view of a horizontal frame element of a frame according to the invention.
  • Figure 2 shows a sectional view along line II-II of Figure 1.
  • FIG. 3 represents a view in elevation of one end of a vertical framework element of a framework according to the invention, this view corresponding to a view from the bottom of the profile shown in FIG. 4.
  • Figure 4 shows a sectional view along line IV-IV of Figure 3.
  • 5 shows a broken perspective view, on a reduced scale, of the assembly position of the vertical frame element according to Figures 3 and 4 and of the horizontal frame element according to Figures 1. and 2.
  • Figure 6 shows a view of the assembly of Figure 5, taken in section along line VI-VI of Figure 7.
  • Figure 7 shows a view of this assembly, along line VII-VII of Figure 6.
  • Figure 8 shows a partial sectional view of a door or window opening of a construction according to the invention, along line VIII-VIII of Figure 9.
  • Figure 9 shows a sectional view along line IX-IX of Figure 8.
  • Figures 10 to 13 show views in partial horizontal section of different mounting methods of a frame according to the invention. Figure 11 illustrates in particular an embodiment before the installation of the panel elements.
  • Figure 14 shows a partial ical sectional view, illustrating a construction according to the invention.
  • Figure 15 shows a sectional view of an alternative embodiment of an upper horizontal frame member.

Sur les différents dessins, les éléments identiques ou analogues sont désignés par les mêmes références.In the various drawings, identical or analogous elements are designated by the same references.

Ainsi qu'il ressort en particulier des figures 10 à 14, l'invention concerne une ossature pour une construction comprenant des éléments d'ossature horizontaux 1 et 2 et des éléments d'ossature verticaux 3 pour supporter des éléments de panneau 4 en vue de former parois et cloisons de la construction.As can be seen in particular from FIGS. 10 to 14, the invention relates to a framework for a construction comprising horizontal framework elements 1 and 2 and vertical framework elements 3 for supporting panel elements 4 for the purpose of forming walls and partitions of the building.

Les éléments d'ossature horizontaux sont formés d'éléments d'ossature de base 1, profilés, qui prennent appui sur un sol aménagé 5 et d'éléments d'ossature supérieurs 2, profilés, qui supportent des éléments portants 6 et 7 d'étage ou de toiture. Les éléments d'ossature verticaux 3 sont des profilés, qui sont intercalés entre les éléments d'ossature horizontaux 1 et 2, auxquels ils sont reliés.The horizontal framing elements are formed from basic framing elements 1, profiled, which bear on a fitted floor 5 and from upper framing elements 2, profiled, which support bearing elements 6 and 7 of floor or roof. The vertical frame elements 3 are profiles, which are interposed between the horizontal frame elements 1 and 2, to which they are connected.

Suivant l'exemple de réalisation illustré de l'invention (voir en particulier les Figures 1, 2 et 5 à 7), les profilés des éléments d'ossature horizontaux de base 1 et respectivement supérieurs 2 présentent une section transversale identique, en forme de U. Chaque profilé présente une âme centrale 8 et deux ailes latérales 9 et 10, disposées perpendiculairement à l'âme centrale 8. Chacune des ailes latérales 9, 10 est pourvue, à son extrémité opposée à l'âme centrale 8, d'une aile externe 11, 12 s'étendant vers l'extérieur, parallèlement à l'âme centrale 8. L'âme centrale présente à intervalles des mortaises 13 de forme rectangulaire, disposées transversalement à l'axe des profilés.According to the illustrated embodiment of the invention (see in particular Figures 1, 2 and 5 to 7), the profiles of the basic horizontal frame elements 1 and respectively upper 2 have an identical cross section, in the form of U. Each section has a central core 8 and two lateral wings 9 and 10, arranged perpendicular to the central core 8. Each of the lateral wings 9, 10 is provided, at its end opposite to the central core 8, with an external wing 11, 12 extending outwards, parallel to the central core 8. The central core has mortises at intervals 13 of rectangular shape, arranged transversely to the axis of the profiles.

Sur l'exemple de réalisation selon l'invention illustré (v. en particulier les Figures 3 à 7), les profilés des éléments d'ossature verticaux 3 présentent chacun une section transversale en forme de U comprenant une âme centrale 14 et deux ailes latérales 15 et 16, dont les faces internes sont situées à une distance mutuelle d2 correspondant à la largeur dl (v. Figure 2) de l'âme centrale 8 des éléments d'ossature horizontaux 1, 2. Chacune des ailes latérales 15, 16 est pourvue, à son extrémité opposée à l'âme centrale 14, d'un prolongement à section transversale également en forme de U. Chacun de ces prolongements comporte une âme 19, 20 et deux branches dont l'une 17, 18 est reliée à l'aile latérale correspondante 15, 16 et dont l'autre 21, 22 s'étend parallèlement vers l'intérieur. Les deux âmes 19 et 20 sont disposées parallèlement l'une à l'autre et, ainsi qu'il ressort clairement de la Figure 6, la distance entre les faces externes de ces âmes 19, 20 est égale à la distance entre les bords libres 23, 24 des ailes externes 11 et 12 des éléments d'ossature horizontaux 1, 2.In the example embodiment according to the invention illustrated (see in particular Figures 3 to 7), the profiles of the vertical frame elements 3 each have a U-shaped cross section comprising a central core 14 and two lateral wings 15 and 16, the internal faces of which are located at a mutual distance d2 corresponding to the width dl (see FIG. 2) of the central core 8 of the horizontal framework elements 1, 2. Each of the lateral wings 15, 16 is provided, at its end opposite to the central core 14, with a cross-section extension also in the form of a U. Each of these extensions comprises a core 19, 20 and two branches, one of which 17, 18 is connected to the 'corresponding side wing 15, 16 and the other 21, 22 extends parallel inwardly. The two cores 19 and 20 are arranged parallel to each other and, as is clear from FIG. 6, the distance between the external faces of these cores 19, 20 is equal to the distance between the free edges 23, 24 of the outer wings 11 and 12 of the horizontal frame elements 1, 2.

A chacune des extrémités des éléments de profilé verticaux (dont une seule est représentée sur la Figure 3) deux entailles 25, 26 sont découpées dans l'âme centrale 14, le long de ses bords raccordés aux ailes latérales 15, 16. La distance entre les deux entailles 25, 26 correspond à la longueur des mortaises 13 des éléments d'ossature horizontaux 1, 2. tandis que la largeur de celles-ci correspond à l'épaisseur des profilés des éléments d'ossature verticaux 3. Les extrémités découpées de ceux-ci forment donc des tenons 27 qui coopèrent parfaitement avec les mortaises 13.At each end of the vertical profile elements (only one of which is shown in Figure 3) two notches 25, 26 are cut in the central core 14, along its edges connected to the side wings 15, 16. The distance between the two notches 25, 26 corresponds to the length of the mortises 13 of the horizontal framework elements 1, 2. while the width of these corresponds to the thickness of the profiles of the vertical framework elements 3. The cut ends of these therefore form tenons 27 which cooperate perfectly with the mortises 13.

L'assemblage de l'ossature suivant l'invention s'effectue de la manière suivante :The assembly of the framework according to the invention is carried out as follows:

Sur un sol aménagé pour la construction, de préférence horizontalement, les éléments d'ossature horizontaux de base 1 sont disposés sur le sol de manière à former une ceinture de base, et à prendre appui sur le sol par leurs ailes externes 11, 12 qui forment la surface d'assise de l'ossature. Les éléments d'ossature de base 1 sont alors ancrés au sol par des moyens d'ancrage, par exemple par des clous 28 (v. Figure 14), qui sont enfoncés dans le sol en étant passés directement à travers la surface d'assise, c'est-à-dire les ailes externes 11, 12.On a floor laid out for construction, preferably horizontally, the basic horizontal framework elements 1 are arranged on the ground so as to form a basic belt, and at bear on the ground by their external wings 11, 12 which form the seat surface of the frame. The basic framework elements 1 are then anchored to the ground by anchoring means, for example by nails 28 (see FIG. 14), which are driven into the ground by being passed directly through the seat surface , i.e. the outer wings 11, 12.

Les éléments d'ossature verticaux 3, dont le poids individuel reste peu élevé, sont alors successivement aisément dressés, sans nécessiter de moyens de levage mécaniques. A chaque fois, le tenon 27 d'une de leurs extrémités est enfoncé de force dans une des mortaises 13 des éléments d'ossature de base 1, jusqu'à ce que l'extrémité du profilé vertical vienne en appui sur les ailes externes 11 et 12 du profilé horizontal correspondant. A ce moment, les faces internes des ailes latérales 15 et 16 du profilé vertical, sont à leur extrémité assemblés, en contact sur une large surface avec les ailes latérales 9, 10 du profilé horizontal. Le tenon 27 et la mortaise 13, ainsi que les surfaces de contact susdites disposées de part et d'autre de ces tenon et mortaise, forment ensemble des moyens d'assemblage mutuel capables, par une simple coopération de forme, de stabiliser seuls en position droite l'élément d'ossature vertical 3 sur l'élément d'ossature horizontal 1 qui vient de le recevoir.The vertical frame elements 3, the individual weight of which remains low, are then successively easily erected, without requiring mechanical lifting means. Each time, the tenon 27 at one of their ends is forced into one of the mortises 13 of the basic frame elements 1, until the end of the vertical profile comes to bear on the outer wings 11 and 12 of the corresponding horizontal profile. At this time, the internal faces of the lateral wings 15 and 16 of the vertical profile, are at their end assembled, in contact over a large surface with the lateral wings 9, 10 of the horizontal profile. The tenon 27 and the mortise 13, as well as the aforementioned contact surfaces arranged on either side of these tenon and mortise, together form mutual assembly means capable, by simple form cooperation, of stabilizing alone in position right the vertical frame element 3 on the horizontal frame element 1 which has just received it.

Ce montage offre l'avantage de pouvoir être effectué par un nombre très restreint de personnes non spécialisées, deux pouvant suffire dans le cas de petites constructions.This assembly offers the advantage of being able to be carried out by a very limited number of unskilled persons, two being sufficient in the case of small constructions.

Les éléments d'ossature horizontaux supérieurs 2 peuvent alors à leur tour être enfoncés d'une manière analogue, à la fois sur plusieurs tenons 27 prévus aux extrémités supérieures des éléments d'ossature verticaux 3. L'assemblage obtenu est identique à celui représenté sur la Figure 5, en position inversée. Les éléments d'ossature horizontaux 2 forment ainsi dans l'ossature une ceinture d'étage ou supérieure.The upper horizontal frame elements 2 can then in turn be inserted in a similar manner, both on several tenons 27 provided at the upper ends of the vertical frame elements 3. The assembly obtained is identical to that shown on Figure 5, in the inverted position. The horizontal frame elements 2 thus form in the frame a storey or higher belt.

A la suite de cela, on peut alors fixer à bloc les éléments d'ossature l'un à l'autre à l'aide de moyens de fixation, tels que des vis, boulons, etc... On utilisera de préférence des vis autoforantes. Dans l'exemple illustré, les profilés sont fixés à bloc par des vis 39. Ainsi qu'il ressort particulièrement bien des Figures 5 à 7, ces vis 39 sont prévues de façon à traverser les surfaces de contact précitées entre les profilés, c'est-à-dire les ailes 15, 16 des profilés verticaux et les ailes 9, 10 des profilés horizontaux. Dès ce moment, l'ossature d'un étage est terminée.Following this, the frame elements can then be fixed to one another with the aid of fixing means, such as screws, bolts, etc. We will preferably use screws self-drilling. In the example illustrated, the profiles are fixed to the block by screws 39. As is particularly clear from Figures 5 to 7, these screws 39 are provided so as to pass through the abovementioned contact surfaces between the sections, that is to say the wings 15, 16 of the vertical sections and the wings 9 , 10 horizontal profiles. As of this moment, the framework of a stage is finished.

Ainsi qu'il ressort de la Figure 14, on peut prévoir alors, sur l'ossature, la fixation d'éléments de panneau et la fixation d'éléments portants 6, 7 d'un nouvel étage ou d'une toiture. La fixation des éléments portants a lieu par des moyens de retenue 29, tels que des vis, des boulons, etc..., de préférence des vis autoforantes, qui sont passés au travers des ailes externes 11 et 12 des éléments d'ossature supérieurs 2, ces ailes servant donc de surfaces de soutien pour lesdits éléments portants 6, 7. La fixation des éléments de panneau 4 se fait au travers des âmes 19, 20 des prolongements en U des ailes latérales 15, 16 des éléments d'ossature verticaux 3, à l'aide de moyens d'accrochage 31 usuels, tels que des vis, etc...As is apparent from Figure 14, one can then provide, on the framework, the fixing of panel elements and the fixing of load-bearing elements 6, 7 of a new floor or of a roof. The supporting elements are fixed by retaining means 29, such as screws, bolts, etc., preferably self-drilling screws, which are passed through the outer wings 11 and 12 of the upper frame elements. 2, these wings therefore serving as support surfaces for said bearing elements 6, 7. The fixing of the panel elements 4 is done through the webs 19, 20 of the U-shaped extensions of the lateral wings 15, 16 of the vertical framework elements 3, using conventional hooking means 31, such as screws, etc.

Ainsi qu'il a été décrit ci-dessus, dans l'exemple de réalisation illustré, les profilés des éléments d'ossature horizontaux et les profilés des éléments d'ossature verticaux ont une largeur égale, cette dernière étant égale à la distance qui sépare les faces externes des âmes 19, 20 des prolongements en U susdits. Ces faces externes et les bords libres 23, 24 sont donc, après montage de l'ossature, disposés dans deux plans parallèles, localisés de part et d'autre des profilés. Aucune partie de ces derniers ne traverse ces plans vers l'extérieur. De plus les profilés sont tels que tous les moyens d'ancrage 28, moyens de retenue 29, moyens de fixation 39 et moyens d'assemblage mutuel, 13, 27 et respectivement 9, 10, 15, 16, dont il a été question plus haut, sont localisés entre les plans parallèles susdits. Ils sont donc avantageusement escamotés lorsque les éléments de panneau sont accrochés. Cela permet non seulement d'améliorer l'aspect esthétique de la construction, mais aussi de ne pas demander un usinage coûteux des profilés pour permettre d'escamoter ces moyens précités sur les faces latérales des parois préfabriquées.As described above, in the illustrated embodiment, the profiles of the horizontal frame elements and the profiles of the vertical frame elements have an equal width, the latter being equal to the distance between the external faces of the cores 19, 20 of the above-mentioned U-shaped extensions. These external faces and the free edges 23, 24 are therefore, after mounting of the framework, arranged in two parallel planes, located on either side of the profiles. No part of these crosses these planes outwards. In addition, the profiles are such that all the anchoring means 28, retaining means 29, fixing means 39 and mutual assembly means, 13, 27 and respectively 9, 10, 15, 16, which have been discussed more above, are located between the above-mentioned parallel planes. They are therefore advantageously retracted when the panel elements are hung. This not only improves the aesthetic appearance of the construction, but also does not require costly machining of the profiles to allow retracting the above means on the side faces of the prefabricated walls.

Ainsi qu'on peut le voir sur les figures 11 et 13, l'ossature suivant l'invention peut être assemblée dans son entièreté, y compris pour les cloisons internes et le long de plusieurs parois externes perpendiculaires, avant tout montage ultérieur d'éléments de panneau 4 internes ou externes sur l'ossature (la Figure 11 est représentée avant le montage des panneaux 4, la Figure 13 après montage).As can be seen in Figures 11 and 13, the frame according to the invention can be assembled in its entirety, including for internal partitions and along several perpendicular external walls, before any subsequent mounting of internal or external panel elements 4 on the framework (Figure 11 is shown before mounting the panels 4, Figure 13 after mounting).

Un élément raidisseur de coin 40 peut éventuellement être prévu.A corner stiffening element 40 can optionally be provided.

On peut aussi prévoir suivant l'invention de monter tout d'abord une ossature partielle de la construction, y accrocher les éléments de panneau correspondants, puis ensuite monter l'ossature d'une autre partie, par exemple des cloisons internes (v. Figure 10) ou d'une paroi externe (v. Figure 12) et accrocher alors seulement les éléments de panneau 4 correspondants.It is also possible according to the invention to first mount a partial frame of the construction, hang the corresponding panel elements there, then then mount the frame of another part, for example internal partitions (see Figure 10) or an external wall (see Figure 12) and then hang only the corresponding panel elements 4.

Suivant l'exemple de réalisation illustré, et ainsi qu'il ressort en particulier des Figures 2, 3, 5, 7 et 14, les âmes centrales des profilés suivant l'invention sont percées d'ouvertures de passage 32. Les compartiments creux 33 (v. Figure 13) formés entre les profilés 1 à 3 et les éléments de panneau 4 appliqués contre l'ossature aussi bien à l'extérieur qu'à l'intérieur sont ainsi amenés en communication. De même, la cavité 30 formée entre le sol 5 et les éléments d'ossature horizontaux de base 1 (v. Figure 14) entre en communication avec ces compartiments creux 33. Les profilés et les éléments de panneau peuvent alors jouer le rôle de coffrages et permettre par les ouvertures de passage 32 des éléments d'ossature supérieurs 3 le remplissage de ces coffrages par une matière capable de s'écouler 34. Il peut s'agir de sable stabilisé, d'un coulis de béton, de la latérite, etc... Avantageusement cette matière de remplissage sera capable de se solidifier à l'intérieur des coffrages (v. Figures 13 et 14) et d'augmenter ainsi la résistance mécanique de la construction. La matière de remplissage peut avantageusement être isolante du point de vue thermique et/ou acoustique.According to the illustrated embodiment, and as is apparent in particular from Figures 2, 3, 5, 7 and 14, the central cores of the profiles according to the invention are pierced with through openings 32. The hollow compartments 33 (see Figure 13) formed between the sections 1 to 3 and the panel elements 4 applied against the frame both outside and inside are thus brought into communication. Likewise, the cavity 30 formed between the ground 5 and the basic horizontal framework elements 1 (see FIG. 14) enters into communication with these hollow compartments 33. The profiles and the panel elements can then play the role of formwork. and allow the passage openings 32 of the upper frame elements 3 to fill these forms with a material capable of flowing 34. It may be stabilized sand, a concrete slurry, laterite, etc ... Advantageously this filling material will be able to solidify inside the formwork (see Figures 13 and 14) and thus increase the mechanical strength of the construction. The filling material can advantageously be insulating from the thermal and / or acoustic point of view.

La construction suivant l'invention offre ainsi l'avantage d'un montage aisé, en ne demandant que très peu de pièces différentes. L'ossature, dont chacun des éléments est léger, est facilement montée par peu de personnes. Sur celle-ci des panneaux légers courants sont accrochés, en formant un coffrage à remplir par le haut par une matière telle que du béton, ou dans des pays tropicaux, la matière traditionnelle de construction, par exemple de la latérite.The construction according to the invention thus offers the advantage of easy assembly, while requiring very few different parts. The frame, each element of which is light, is easily assembled by few people. On it common light panels are hung, forming a formwork to be filled from above by a material such as concrete, or in tropical countries, the traditional building material, for example laterite.

Aux ouvertures de porte ou de fenêtre, on peut prévoir un profilé supplémentaire d'ébrasement 35, capable de fermer les compartiments creux 33 laissés ouverts par le percement des ouvertures de porte ou de fenêtre. Ces profilés d'ébrasement 35, tels que représentés, sont pleins et recouvrent complètement les quatre côtés ouverts des ouvertures de porte en serrant entre leurs ailes 36 les deux éléments de panneau opposés correspondants 4. Leur âme centrale 37 présente une saillie 38 dans sa partie médiane de manière à former le retrécissement de l'ébrasement.At the door or window openings, an additional splaying section 35 can be provided, capable of closing the hollow compartments 33 left open by the drilling of the door or window openings. These flares 35, as shown, are full and completely cover the four open sides of the door openings by clamping between their wings 36 the two corresponding opposite panel elements 4. Their central core 37 has a projection 38 in its part median so as to form the narrowing of the splay.

Il doit être entendu que la présente invention n'est en aucune façon limitée aux formes de réalisation décrites ci-dessus et que bien des modifications peuvent y être apportées sans sortir du cadre du présent brevet.It should be understood that the present invention is in no way limited to the embodiments described above and that many modifications can be made without departing from the scope of this patent.

On peut notamment prévoir d'autres formes de profilés que celles représentées sur les dessins et les profilés peuvent bien entendu ne pas présenter nécessairement des ouvertures de passage 32.One can in particular provide for other shapes of profiles than those shown in the drawings and the profiles may of course not necessarily have passage openings 32.

On peut aussi envisager des éléments d'ossature horizontaux supérieurs de forme différente de celle des éléments d'ossature horizontaux inférieurs, par exemple un élément d'ossature tel qu'illustré sur la Figure 15. Cet élément présente en plus du profilé représenté sur la figure 2 des ailes de rehaussement 41, 42 parallèles qui sont situées dans les plans parallèles formés par les fac es externes 19 et 20 des éléments d'ossature verticaux. Ces ailes de rehaussement sont éventuellement maintenues parallèles par des tiges de retenue 43. Ce profilé peur servir de coffrage pour couler dedans du béton, par exemple du béton mousse, et former ainsi des poutres de support pour l'étage suivant. It is also possible to envisage upper horizontal framework elements of a shape different from that of the lower horizontal framework elements, for example a framework element as illustrated in FIG. 15. This element has, in addition to the profile shown in the Figure 2 parallel raising wings 41, 42 which are located in the parallel planes formed by the external fac es 19 and 20 of the vertical frame elements. These raising wings are optionally held parallel by retaining rods 43. This profile can serve as formwork for pouring into concrete, for example foam concrete, and thus form support beams for the next floor.

Claims (16)

1. Procédé de construction, comprenant dans une première étape un assemblage d'une ossature, cet assemblage comprenant l'ancrage au sol d'éléments d'ossature horizontaux formant une ceinture de base de l'ossature, l'assemblage à ces éléments d'ossature horizontaux d'éléments d'ossature verticaux qui par une simple coopération de forme avec les précédents sont stablilisés, en position droite, l'assemblages, aux éléments d'ossature verticaux dressés, d'éléments d'ossature horizontaux formant une ceinture supérieure ou d'étage, par une simple coopération de forme, et la fixation à bloc respective des éléments d'ossature ainsi assemblés, et dans une deuxième étape, l'accrochage sur l'ossature d'éléments de panneau en vue de former parois et cloisons de la construction, et la fixation, sur les éléments d'ossature horizontaux formant une ceinture supérieure ou d'étage, d'éléments portants d'étage ou de toiture, et dans une éventuelle troisième étape, le remplissage par le haut de compartiments creux, formés entre les éléments d'ossature et les éléments de panneau, par une matière de remplissage capable de s'écouler, et avantageusement capable de se solidifier à l'intérieur desdits compartiments.1. Construction method, comprising in a first step an assembly of a frame, this assembly comprising the anchoring to the ground of horizontal frame elements forming a base belt of the frame, the assembly to these elements d horizontal framework of vertical framework elements which, by a simple form cooperation with the previous ones, are established, in an upright position, the assemblies, to the upright vertical framework elements, of horizontal framework elements forming an upper belt or floor, by a simple form cooperation, and the fixing to the respective block of the framework elements thus assembled, and in a second step, the attachment on the framework of panel elements in order to form walls and bulkheads of the construction, and the fixing, on the horizontal framework elements forming an upper or storey belt, of load-bearing storey or roofing elements, and in a possible third step, the filling from above of compartments hollow ts, formed between the frame elements and the panel elements, by a filling material capable of flowing, and advantageously capable of solidifying inside said compartments. 2. Ossature de construction, comprenant des éléments d'ossature horizontaux (1, 2) et des éléments d'ossature verticaux (3) pour supporter des éléments de panneau (4) en vue de former parois et cloisons de la construction, les éléments d'ossature horizontaux comprenant des éléments d'ossature de base (1), profilés, qui présentent une surface d'assise pour prendre appui sur un sol aménagé (5) et qui sont ancrés au sol par des moyens d'ancrage (28), et des éléments d'ossature supérieurs (2), profilés, qui présentent une surface de soutien pour le support d'éléments portants (6, 7) d'étage ou de toiture, auxquels ils peuvent être fixés par des moyens de retenue (29), les éléments d'ossature verticaux (3) étant des profilés qui sont intercalés entre les éléments d'ossature horizontaux de base (1) et respectivement supérieurs (2), et dont les extrémités sont reliées aux éléments d'ossature horizontaux par des moyens de fixation (39), les profilés des éléments d'ossature verticaux (3) et horizontaux (1, 2) destinés à une même paroi ou cloison déterminant conjointement deux plans parallèles, dans lesquels sont localisées des surfaces (19, 20) des profilés utilisées pour la fixation d'éléments de panneau (4), caractérisé en ce que les éléments d'ossature de base (1), ancrés au sol, et les extrémités des éléments d'ossature verticaux (3) situées en face de ces derniers présentent des moyens d'assemblage mutuel (9, 10, 13, 15, 16, 27) capables, par une simple coopération de forme, de stabiliser seuls en position droite les éléments d'ossature verticaux (3) montés sur les éléments d'ossature de base (1), en ce que les éléments d'ossature supérieurs (2) et les extrémités des éléments d'ossature verticaux (3) situées en face de ces derniers présentent des moyens d'assemblage mutuel (9, 10, 13, 15, 16, 27) coopérant ensemble uniquement par leur forme, lorsque les éléments d'ossature verticaux (3) sont dans la position droite susdite, en ce que lesdits moyens d'ancrage (28), moyens de retenue (29), moyens d'assemblage mutuel (9, 10, 13, 15, 16, 27) et moyens de fixation (39) susdits sont localisés entre les plans parallèles susdits, aucune partie des profilés susdits ne traversant ces plans vers l'extérieur, et en ce que l'ossature spatiale ainsi formée est parfaitement stable, tout en ne supportant encore aucun élément de panneau (4).2. Construction framework, comprising horizontal framework elements (1, 2) and vertical framework elements (3) for supporting panel elements (4) in order to form walls and partitions of the construction, the elements horizontal framework comprising basic framework elements (1), profiled, which have a seat surface for bearing on a fitted floor (5) and which are anchored to the ground by anchoring means (28) , and upper frame elements (2), profiled, which have a support surface for the support of load-bearing elements (6, 7) of floor or roof, to which they can be fixed by retaining means ( 29), the vertical framework elements (3) being profiles which are interposed between the basic horizontal framework elements (1) and respectively upper (2), and the ends of which are connected to the horizontal framework elements by fixing means (39), the profiles of the vertical frame elements (3) and hor izontals (1, 2) intended for the same wall or partition jointly determining two parallel planes, in which are located surfaces (19, 20) of the profiles used for fixing panel elements (4), characterized in that the basic framework elements (1), anchored to the ground, and the ends of the elements vertical framework (3) located opposite these have mutual assembly means (9, 10, 13, 15, 16, 27) capable, by simple form cooperation, of stabilizing the elements alone in a straight position vertical framework elements (3) mounted on the basic framework elements (1), in that the upper framework elements (2) and the ends of the vertical framework elements (3) situated opposite the latter have mutual assembly means (9, 10, 13, 15, 16, 27) cooperating together only by their shape, when the vertical frame elements (3) are in the above-mentioned upright position, in that said means anchor (28), retaining means (29), mutual assembly means (9, 10, 13, 15, 16, 27) and fixing means (39) above ts are located between the above-mentioned parallel planes, no part of the aforementioned sections crossing these planes outwards, and in that the spatial framework thus formed is perfectly stable, while still not supporting any panel element (4). 3. Ossature de construction suivant la revendication 2, caractérisée en ce que, en section transversale, le s profilés des éléments d'ossature verticaux (3) ont une largeur égale à celle des profilés des éléments d'ossature horizontaux (1, 2), la distance entre lesdits plans parallèles étant égale à cette largeur.3. Building frame according to claim 2, characterized in that, in cross section, the profiles of the vertical frame elements (3) have a width equal to that of the profiles of the horizontal frame elements (1, 2) , the distance between said parallel planes being equal to this width. 4. Ossature de construction suivant l'une ou l'autre des revendications 2 et 3, caractérisée en ce que les profilés des éléments d'ossature verticaux et horizontaux présentent, en position d'assemblage mutuel, des surfaces de contact (9, 10, 15, 16) qui sont disposées en retrait par rapport aux plans parallèles susdits et où lesdits moyens de fixation à bloc (39) des éléments d'ossature (1, 2, 3) assemblés sont prévus.4. Construction framework according to either of claims 2 and 3, characterized in that the profiles of the vertical and horizontal framework elements have, in the position of mutual assembly, contact surfaces (9, 10 , 15, 16) which are arranged set back with respect to the above-mentioned parallel planes and where said block fixing means (39) of the frame elements (1, 2, 3) assembled are provided. 5. Ossature de construction suivant l'une ou l'autre des revendications 3 et 4, caractérisée en ce que les profilés des éléments d'ossature horizontaux de base (1) et respectivement supérieurs (2) présentent une section transversale identique, en forme de U, compre nant une âme centrale (8) et deux ailes latérales (9, 10) disposées perpendiculairement à l'âme centale (8), en ce que chacune des ailes latérales (9, 10) susdites est pourvue à son extrémité opposée à l'âme centrale (8) d'une aile externe s'étendant vers l'extérieur, parallèlement à l'âme centrale (8), la surface de ces ailes externs (11, 12) située à l'opposé de l'âme centrale (8) formant ladite surface d'assise ou respectivement ladite surface de soutien, la distance entre les bords libres (23, 24) des ailes externes (11, 12) étant égale à la largeur susdite, et en ce que l'âme centrale (8) est pourvue à intervalles de mortaises (13), avec lesquelles les extrémités des profilés des éléments d'ossature verticaux (3) sont capables de coopérer par leur forme.5. Construction frame according to either of claims 3 and 4, characterized in that the profiles of the basic horizontal frame elements (1) and respectively upper (2) have an identical cross section, in shape of U, compre ning a central core (8) and two lateral wings (9, 10) arranged perpendicular to the central core (8), in that each of the aforementioned lateral wings (9, 10) is provided at its end opposite to the core central (8) of an outer wing extending outwardly, parallel to the central core (8), the surface of these outer wings (11, 12) located opposite the central core (8 ) forming said seat surface or respectively said support surface, the distance between the free edges (23, 24) of the outer wings (11, 12) being equal to the said width, and in that the central core (8 ) is provided with mortise intervals (13), with which the ends of the profiles of the vertical frame elements (3) are able to cooperate by their shape. 6. Ossature pour constructioin suivant la revendication 5, caractérisé en ce que les profilés des éléments d'ossature verticaux (3) présentent chacun une section transversale en forme de U comprenant une âme centrale (14) et deux ailes latérales (15, 16) dont les faces internes sont situées à une distance mutuelle (d2) correspondant à la largeur (d1) de l'âme centrale (8) des profilés des éléments d'ossature horizontaux (1, 2), les faces internes de ces ailes latérales (15, 16) et les faces externes des ailes latérales (9, 10) des profilés des éléments d'ossature horizontaux formant les surfaces de contact susdites, en ce que chacune des ailes latérales (15, 16) des profilés des éléments d'ossature verticaux est pourvue, à son extrémité opposée à l'âme centrale (14), d'un prolongement à section transversale également en forme de U dont la branche (17, 18) reliée à l'aile latérale (15, 16) s'étend vers l'extérieur, les faces extrernes des âmes (14, 20) de ces deux prolongements en forme de U étant situées dans lesdits plans parallèles, en ce que deux entailles (25, 26) sont découpées, à chacune des extrémités de l'âme centrale (14) des profilés des éléments d'ossature verticaux (3), le long de ses bords raccordés aux ailes latérales (15, 16), de façon à former un tenon (27) capable de pénétrer dans lesdites mortaises (13), ces dernières étant chacune disposées transversalement dans l'âme centrale (8) des profilés des éléments d'ossature horizontaux (1, 2) et ayant une épaisseur sensiblement égale à l'épaisseur des tenons (27) précités, lesdites surfaces de contact (9, 10, 15, 16) et les tenons (27) et mortaises (13) formant les moyens d'assemblage mutuel précités.6. Frame for constructioin according to claim 5, characterized in that the profiles of the vertical frame elements (3) each have a U-shaped cross section comprising a central core (14) and two lateral wings (15, 16) the internal faces of which are located at a mutual distance (d2) corresponding to the width (d1) of the central core (8) of the profiles of the horizontal frame elements (1, 2), the internal faces of these lateral wings ( 15, 16) and the external faces of the lateral wings (9, 10) of the profiles of the horizontal framework elements forming the abovementioned contact surfaces, in that each of the lateral wings (15, 16) of the profiles of the framework elements vertical is provided, at its end opposite to the central core (14), of a cross-sectional extension also in the shape of a U whose branch (17, 18) connected to the lateral wing (15, 16) s' outwardly extends the outer faces of the cores (14, 20) of these two shaped extensions of U being located in said parallel planes, in that two notches (25, 26) are cut, at each of the ends of the central core (14) of the profiles of the vertical frame elements (3), along its edges connected to the lateral wings (15, 16), so as to form a tenon (27) capable of penetrating said mortises (13), the latter being each arranged transversely in the central core (8) of the profiles of the elements horizontal framework (1, 2) and having a thickness substantially equal to the thickness of the aforementioned tenons (27), said contact surfaces (9, 10, 15, 16) and the tenons (27) and mortises (13) forming the assembly means aforementioned mutual. 7. Ossature de construction suivant l'une quelconque des revendications 2 à 6, caractérisée en ce que les moyens d'ancrage (28) qui maintiennent les éléments d'ossature de base (1) au sol (5) sont passés directement à travers la surface d'assise (11, 12) précitée desdits éléments d'ossature de base (1).7. Construction framework according to any one of claims 2 to 6, characterized in that the anchoring means (28) which hold the basic framework elements (1) on the ground (5) are passed directly through the aforementioned seat surface (11, 12) of said basic framework elements (1). 8. Ossature de construction suivant l'une quelconque des revendications 2 à 7, caractérisée en ce que les moyens de retenue (29) qui maintiennent, sur les éléments d'ossature supérieurs (2), les éléments portans (6, 7) d'étage ou de toiture sont fixés directement à travers la surface de soutien (11, 12) précitée desdits éléments d'os sature supérieur (2).8. Construction framework according to any one of claims 2 to 7, characterized in that the retaining means (29) which hold, on the upper framework elements (2), the supporting elements (6, 7) d 'floor or roof are fixed directly through the aforementioned support surface (11, 12) of said upper frame elements (2). 9. Ossature de construction suivant la revendication 5, caractérisée en ce que les âmes (19, 20) des prolongements en forme de U susdits forment lesdites surfaces utilisées de la fixation des éléments de panneau (4) susdits appliqués sur ces surfaces.9. Building frame according to claim 5, characterized in that the webs (19, 20) of the above U-shaped extensions form said surfaces used for fixing the panel elements (4) above applied to these surfaces. 10. Ossature de construction suivant la revendication 6, caractérisée en ce que les âmes centrales (8, 14) des profilés des éléments d'ossature verticaux (3) et/ou horizontaux (1, 2) sont percées à intervalles d'ouvertures de passage (32).10. Building frame according to claim 6, characterized in that the central webs (8, 14) of the profiles of the vertical frame elements (3) and / or horizontal (1, 2) are drilled at intervals of openings of passage (32). 11. Construction comprenant une ossature suivant l'une quelconque des revendications 2 à 9, et des éléments de panneau (4) appliqués sur au moins une partie des surfaces de fixation (19, 20) susdites des profilés (1, 3) qui sont agencées dans lesdits plans parallèles, ainsi que des éléments portants (6, 7) susdits d'étage ou de toiture.11. Construction comprising a framework according to any one of claims 2 to 9, and panel elements (4) applied to at least part of the above-mentioned fixing surfaces (19, 20) of the profiles (1, 3) which are arranged in said parallel planes, as well as bearing elements (6, 7) above said floor or roof. 12. Construction suivant la revendication 11, caractérisée en ce qu'elle comprend des compartiments creux (30, 33) formés entre les éléments d'ossature (1, 3) mutuellement assemblés et lesdits éléments de panneau (4) fixés le long desdits plans parallèles de chaque paroi ou cloison, ces compartiments (30, 33) pouvant être remplis par le haut d'une matière capable de s'écouler (34).12. Construction according to claim 11, characterized in that it comprises hollow compartments (30, 33) formed between the frame elements (1, 3) mutually assembled and said panel elements (4) fixed along said planes parallel to each wall or partition, these compartments (30, 33) being able to be filled from above with a material capable of flowing (34). 13. Construction suivant la revendication 12, caractérisée en ce que la matière de remplissage (34) des compartiments, capable de s'écouler, est capable de se solidifier à l'intérieur des compartiments en servant ainsi de moyens augmentant la résistance mécanique de la construction.13. Construction according to claim 12, characterized in that the filling material (34) of the compartments, capable of flowing, is capable of solidifying inside the compartments thereby serving as means increasing the mechanical resistance of construction. 14. Construction suivant la revendication 13, caractérisée en ce que la matière de remplissage (34) est avantageusement isolante du point de vue thermique et/ou acoustique.14. Construction according to claim 13, characterized in that the filling material (34) is advantageously insulating from the thermal and / or acoustic point of view. 15. Construction suivant l'une ou l'autre des revendications 12 et 13, caractérisée en ce qu'elle comprend des ouvertures de porte ou de fenêtre, où certains des compartiments creux (33) susdits ne sont pas fermés, et des éléments d'ébrasement (35) pour de telles ouvertures de porte ou de fenêtre qui sont des profilés pleins capables simultanément de fermer les compartiments creux (33) débouchant sur de telles ouvertures.15. Construction according to either of claims 12 and 13, characterized in that it comprises door or window openings, where some of the above-mentioned hollow compartments (33) are not closed, and elements d 'splaying (35) for such door or window openings which are solid profiles capable simultaneously of closing the hollow compartments (33) leading to such openings. 16. Construction suivant la revendication 15, caractérisée en ce que des ouvertures de passage (32) sont prévues dans l'âme centrale des profilés d'ossature verticaux (3) pour permettre le passage de la matière capable de s'écouler (34) d'un compartiment à l'autre et en ce que des ouvertures de passage (32) sont prévues dans l'âme centrale des profilés d'ossature horizontaux (1, 2) pour permettre, d'une part, le remplissage par le haut des compartiments (30, 33) servant de coffrages et, d'autre part, un accrochage au sol (5) de l'ossature.16. Construction according to claim 15, characterized in that passage openings (32) are provided in the central core of the vertical frame profiles (3) to allow the passage of the material capable of flowing (34) from one compartment to the other and in that passage openings (32) are provided in the central core of the horizontal frame profiles (1, 2) to allow, on the one hand, filling from above compartments (30, 33) serving as formwork and, on the other hand, an attachment to the ground (5) of the frame.
EP86201908A 1986-11-03 1986-11-03 Method and construction framework, and a construction comprising such a framework Withdrawn EP0266455A1 (en)

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EP86201908A Withdrawn EP0266455A1 (en) 1986-11-03 1986-11-03 Method and construction framework, and a construction comprising such a framework

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3363371A (en) * 1964-01-10 1968-01-16 Villalobos Roberto Fajardo Erection of prefabricated houses
US3478477A (en) * 1967-07-06 1969-11-18 Joseph Roy Poyton Sheet metal building
GB2080851A (en) * 1980-07-28 1982-02-10 Universal Component System Wall module for concrete wall
WO1984004771A1 (en) * 1983-05-23 1984-12-06 Herbert R Madray Metal building construction

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3363371A (en) * 1964-01-10 1968-01-16 Villalobos Roberto Fajardo Erection of prefabricated houses
US3478477A (en) * 1967-07-06 1969-11-18 Joseph Roy Poyton Sheet metal building
GB2080851A (en) * 1980-07-28 1982-02-10 Universal Component System Wall module for concrete wall
WO1984004771A1 (en) * 1983-05-23 1984-12-06 Herbert R Madray Metal building construction

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