EP0298863A1 - Self-carrying plane reticular structure - Google Patents
Self-carrying plane reticular structure Download PDFInfo
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- EP0298863A1 EP0298863A1 EP88401757A EP88401757A EP0298863A1 EP 0298863 A1 EP0298863 A1 EP 0298863A1 EP 88401757 A EP88401757 A EP 88401757A EP 88401757 A EP88401757 A EP 88401757A EP 0298863 A1 EP0298863 A1 EP 0298863A1
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- Prior art keywords
- plate
- branches
- face
- hand
- elements
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Classifications
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- 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
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- 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
- E04B2001/0053—Buildings characterised by their shape or layout grid
- E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
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- 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
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- 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
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- 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
- E04B2001/249—Structures with a sloping roof
Definitions
- the invention relates to means for the production of a self-supporting planar cross-linked structure comprising at least one lattice of elongate elements extending on a planar sheet in which they are assembled by their ends according to the nodes of the said fishnet.
- this structure is intended to produce at least one section of wall and / or a roof slope of a building and / or of a habitable construction. More precisely but not exclusively, this structure is intended to withstand forces oriented in a direction orthogonal to the plane of the ply of elements such as those generated by the mass of these elongated elements or even that of covering and / or covering elements of the structure or the efforts generated by its association with other construction structures.
- the present invention relates to a self-supporting building structure comprising one, two or three levels. It relates more particularly to modular and extendable residential buildings but also relates to constructions for other uses.
- the present invention therefore relates to a self-supporting building structure which can be produced easily by a non-specialized person without handling problem.
- each planar reticulated sheet must withstand forces oriented orthogonally to the plane it defines and transmit forces along the axis of this plane.
- the knots of the mesh are located on a surface with the greatest possible curvature compatible with the other constraints of the project, such as the height maximum, the area of the cover, the waterproofing, the interior volume.
- each assembly node comprises a core around which radiates a plurality of plates, on the one hand, oriented according to the arrangement chosen for the structural elements and, on the other hand, each drilled in correspondence with arranged orifices in the ends of the structural elements.
- the height of the core allows the connection by welding of the plates which must radiate around this core.
- One result which the invention aims to obtain is a planar and self-supporting reticulated structure which can be produced by a non-specialized person and without the use of traditional lifting means.
- the subject of the invention is means for producing a reticulated structure of the aforementioned type, in particular characterized in that, instead of the support consisting only of a central core around which the branches connecting to the structural elements radiate. , said support consists of at least one rigid plate on at least one of its two opposite faces from which the connecting branches are anchored so as to radiate parallel to said face and according to the required arrangement.
- cross-linked structure 1 plane and self-supporting consisting of a mesh 2 of elongate structural elements 3 extending in a flat sheet 4 in which they are assembled by their ends 5 according to the nodes 6 of the said fishnet.
- the elements 3 are assembled in line with each node by a device 8 for rigid assembly, that is to say a device which guarantees a connection by embedding to a common support 9 of each of the elements structural.
- This connecting device must guarantee the transmission of bending moments between the structural elements, particularly when the structure is intended to withstand forces oriented generally in a direction orthogonal to the plane of the ply 4, which is precisely the case since, in addition to the loads natural and of the mass of the structural elements provision is made in particular to make the sheet support the mass of a cover 10 and / or that of an interior covering 11 and the load of the floor 25 '.
- covering it will be understood any substantially flat, inclined or horizontal surface in order to seal the construction and / or allow the movement of people.
- the structural elements preferably have dimensions and a mass such that they remain maneuverable by a person.
- each connecting device 8 comprises a plurality of branches 12 which are organized on the support 9 according to the arrangement of the structural elements which converge towards the node where the device must be located.
- connection means 14 by embedding with said ends 5 of the elements.
- the said support 9 instead of the support 9 consisting only of a central core around which the branches connecting to the structural elements radiate, the said support 9 consists of at least one rigid plate on at least one of the two faces opposite 15, 16 of which the connecting arms are anchored so as to radiate parallel to said face and according to the required arrangement.
- the plate and the branches are made of metallic materials of the same kind and are assembled by welding in the plane of the plate.
- the connecting branches 12 all have substantially the same thickness "e" in a plane normal to the face 15 of the plate 9 on which they are anchored and they generally all have a planar face 17, such as a song, parallel to said face 15 of the plate and on the other hand, the connection device comprises a counter plate 18 which in turn comprises at least one bearing face 19 on at least some of the flat faces 17 of the branches 12 and at least one anchoring means 20 to the plate 9 capable of developing a powerful clamping action of the counter plate on said faces 17 of the branches.
- the anchoring means 20 consists of a plurality of bolts which pass through the plate and the counter plate and are locked by nuts which rest on the free face 16 of the plate 9 while the heads of the bolts support for their part on the free face 21 of the counter plate 18.
- connection device comprises an even number of connection branches 12
- these branches are formed in pairs by means of a bent plate 22 substantially in V shape formed at the required angle between the branches and these plates are anchored on the face 15 concerned of the plate 9 in line with their folding zone 23 according to the arrangement chosen for the branches.
- At least one of the parts 9, 18 that constitute the plate 9 and the counter plate 18 has at least one anchoring means 24, 24a, 24b, 24c, 24d for a member 25 of postponement and / or recovery efforts, in particular: - on the plate 9, an anchoring means 24a, 24b, 24c which takes up the bending forces which come from the load orthogonal to the flat face to transmit it via at least one cross member 25 substantially horizontal to an opposite structure such as another ply, - On the counter-plate 18, an anchoring means 24d which makes it possible to associate the framework of a window niche or an external extension with the construction carried out.
- the anchoring means can be a simple weld or a tab whose dimensions and orientation are obviously adapted to each type of construction ( Figures 6 and 8) and thus allow, relative to the knot, to carry variable heights a member 25 and for example the floor 25 'which it carries.
- its base can be provided with lugs 24c for support on the side opposite to the crosspiece 25 and, for example, on the elongate elements 3 of the ply 4.
- a construction comprises two crosslinked structures arranged for example along the slopes 26 of a roof 27, the forces generated by the mass of the structural elements of each ply and / or by the mass of the roof 10 and / or the internal coating of the ply can be taken up by the anchoring means 24 and the crosspieces 25 such as beams which extend in a horizontal plane at least between some of the opposite plates of the two plies.
- the structural elements which allow the construction of the structure 1 are also particular in that they comprise at least one face 28, 29 intended to be disposed substantially parallel to the plane of the sheet and which each carries a plurality of means at a predetermined pitch.
- the parts 31 for fixing the cover 10 to the structural elements 3 each consist of a column 33 intended to extend substantially orthogonally to the ply and which comprise: a fixing foot 34 on one of the anchoring means 30 that each structural element 3 carries for this purpose, at a certain distance d adjustable above the foot 34, a plate 35 substantially orthogonal to the column, interposed between the plate 35 and the column, a means 36 for adjusting the distance d between the fixing foot and the plane of the plate, - beyond the plate, that is to say in the vicinity of the free end of the column, a means 37 for fixing the cover 10.
- the role of the columns 33 is essentially to separate the cover 10 from the plane of the sheet of structural elements and at least to allow the establishment of a layer 38 of insulation against the elements and of a waterproof film 39 resting on the plate 35 at a certain distance above the said insulating layer.
- the cover comprises grids 40 of battens 41 and each grid 40 comprises, on the one hand, at least two frames 42 to which the battens are fixed substantially by their ends 43 and between which these battens 41 extend parallel between them with a pitch determined in particular by the covering elements 44 such as the tiles and, on the other hand, these two members 42 together comprise at least three members 45 arranged in order to cooperate each with one of the fixing means 37 provided on columns 33.
- the mesh of structural elements which constitutes the structure has a triangular mesh and this mesh is deduced from the geometric characteristics of a pyramid having faces arranged at the same inclination relative to the vertical as those of the slopes main features of the construction.
- nodes represented carry legs distributed in a star all around their axis, it is obvious that the invention also applies to nodes whose legs only start out at a certain angle, taking into account their situation for example. at the edge of the tablecloth or even in one of its angles (Figure 9).
- each device support For the assembly of the neighboring ends 5 of structural elements 3 which extend in plies situated along intersecting planes, each device support, on the one hand, comprises at least as many rigid plates 9 as plies of elements at the right of the node 6 of assembly considered and, on the other hand, these plates are rigidly connected together according to the arrangement and the angles induced by the situation of the plies in which the elements extend at the right of the node considered.
- a habitable construction produced according to the invention will include for example: a plurality of vertical columns fixed to a foundation, for example combined with a reinforced concrete footing so as to constitute the perimeter of the building along which perimeter they are distributed equidistantly according to the module chosen, - beams at least some of which are of determined length to connect two adjacent columns while the others have dimensions determined according to their position in the construction so as to respect the fixed module, these beams being assembled with each other way of forming planar networks of triangles, each network being fixed on said columns with a slope or in continuity with the plane of the columns and, - horizontal sleepers fixed on the anchoring means to the plates of the nodes so as to constitute a floor structure.
- connecting members which essentially comprise a plate intended to rest on the top of the column and, on the one hand, on one face of this plate, two parallel plates intended to be placed on either side of the bar of the profile for example in I which constitutes the column and to be fixed there by bolting and, on the other hand, on the opposite face of the plate, at least one set two parallel plates arranged to cooperate each with the end of one of the structural elements which converge towards the column.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Tents Or Canopies (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
L'invention se rapporte à des moyens en vue de la réalisation d'une structure réticulée plane autoporteuse comportant au moins une résille d'éléments longilignes s'étendant sur une nappe plane dans laquelle ils sont assemblés par leurs extrémités selon les noeuds de la dite résille.The invention relates to means for the production of a self-supporting planar cross-linked structure comprising at least one lattice of elongate elements extending on a planar sheet in which they are assembled by their ends according to the nodes of the said fishnet.
Elle se rapporte également à la structure pourvue de ces moyens. Plus particulièrement mais non limitativement, cette structure est destinée à réaliser au moins un pan de mur et/ou un versant de toiture d'un bâtiment et/ou d'une construction habitable. Plus précisément mais non exclusivement cette structure est destinée à supporter des efforts orientés selon une direction orthogonale au plan de la nappe d'éléments tels ceux engendrés par la masse de ces éléments longilignes voire celle d'éléments de couverture et/ou d'habillage de la structure ou encore les efforts engendrés par son association à d'autres structures de la construction.It also relates to the structure provided with these means. More particularly but not limited to, this structure is intended to produce at least one section of wall and / or a roof slope of a building and / or of a habitable construction. More precisely but not exclusively, this structure is intended to withstand forces oriented in a direction orthogonal to the plane of the ply of elements such as those generated by the mass of these elongated elements or even that of covering and / or covering elements of the structure or the efforts generated by its association with other construction structures.
Notamment, la présente invention concerne une structure autoporteuse de bâtiment comportant un, deux ou trois niveaux. Elle concerne plus particulièrement des bâtiments d'habitation modulaire et agrandissable mais concerne aussi les constructions à autres usages.In particular, the present invention relates to a self-supporting building structure comprising one, two or three levels. It relates more particularly to modular and extendable residential buildings but also relates to constructions for other uses.
Les bâtiments préfabriqués existant actuellement présentent un certain nombre d'inconvénients.Prefabricated buildings currently existing have a number of drawbacks.
Même lorsqu'ils se présentent sous forme d'ensembles réputés prêts à monter par une personne non spécialisée dans le bâtiment, la réalisation des bâtiments est difficile car les différents éléments ont des poids et des volumes importants si bien que leur manutention pose des problèmes et exige une main d'oeuvre relativement nombreuse, si bien que l'on n'est pas encore parvenu à fournir des constructions préfabriquées par exemple des maisons individuelles, qui puissent effectivement étre construites facilement par une personne non spécialisée dans les métiers du bâtiment.Even when they are in the form of assemblies deemed ready to assemble by a person not specialized in the building, the realization of the buildings is difficult because the different elements have significant weights and volumes so that their handling poses problems and requires a relatively large workforce, so much so that we have not yet succeeded in supplying prefabricated constructions, for example individual houses, which can actually be easily constructed by a person not specialized in the building trades.
Par ailleurs, il est souhaitable de réaliser une construction modulaire de telle sorte que ses éléments constitutifs soient réduits à un trés petit nombre.Furthermore, it is desirable to make a modular construction so that its constituent elements are reduced to a very small number.
La présente invention a donc pour objet une structure autoporteuse de bâtiment qui peut être réalisée facilement par une personne non spécialisée sans problème de manutention.The present invention therefore relates to a self-supporting building structure which can be produced easily by a non-specialized person without handling problem.
Une des difficultés techniques résolue par l'invention réside surtout dans le fait que chaque nappe réticulée plane doit supporter des efforts orientés orthogonalement au plan qu'elle définit et transmettre des efforts dans l'axe de ce plan.One of the technical difficulties resolved by the invention lies above all in the fact that each planar reticulated sheet must withstand forces oriented orthogonally to the plane it defines and transmit forces along the axis of this plane.
Or, dans l'idée de l'homme de l'art une structure réticulée à une seule nappe plane doit être utilisée de manière telle que les axes neutres des éléments qui la constituent et les efforts qui la sollicitent soient situés dans un méme plan.However, in the idea of a person skilled in the art, a crosslinked structure with a single flat sheet must be used in such a way that the neutral axes of the elements which constitute it and the forces which act on it are located in the same plane.
Lorsque des structures réticulés à une seule nappe plane doivent être sollicitées normalement au plan qu'elles définissent, on prévoit généralement (US-A-3.354.590) que les éléments structurels sollicités s'étendent sans discontinuité entre les points d'appui de chaque nappe et offrent un moment d'inertie suffisant pour résister aux sollicitations de flexion.When crosslinked structures with a single flat sheet must be stressed normally on the plane which they define, it is generally provided (US-A-3,354,590) that the stressed structural elements extend without discontinuity between the support points of each ply and provide a sufficient moment of inertia to withstand the flexing stresses.
La taille des éléments structurels devient alors incompatible avec les limites qu'impose la construction sans engin de levage et par une personne non spécialisée.The size of the structural elements then becomes incompatible with the limits imposed by construction without lifting equipment and by a non-specialized person.
Quoiqu'il en soit, même si cette technique de construction donne de bons résultats, elle n'offre que très peu de possibilités architecturales.Anyway, even if this construction technique gives good results, it offers very few architectural possibilities.
Devant les inconvénients des structures à une seule nappe plane, lorsque pour des critères économiques on souhaite néanmoins utiliser des structures à une seule nappe d'éléments on préfére alors donner à la nappe une forme de surface courbe.Faced with the drawbacks of structures with a single flat sheet, when for economic criteria one nevertheless wishes to use structures with a single sheet of elements, it is therefore preferable to give the sheet a curved surface shape.
Dans ce domaine, il existe d'ailleurs de nombreuses réalisations dont les formes les plus courantes sont les voutes cylindriques, paraboliques ou circulaires, les domes ou coupoles sphériques, les paraboloïdes hyperboliques.In this area, there are also many achievements, the most common forms of which are cylindrical, parabolic or circular arches, domes or spherical domes, hyperbolic paraboloids.
Par ces réalisations, afin de réduire au strict minimum les sollicitations de flexion au niveau des noeuds, il est indispensable que les noeuds de la résille se situent sur une surface présentant la plus grande courbure possible compatible avec les autres contraintes du projet, tel la hauteur maximale, la superficie de la couverture, l'étanchéité, le volume intérieur.By these achievements, in order to minimize the bending stresses at the knots, it is essential that the knots of the mesh are located on a surface with the greatest possible curvature compatible with the other constraints of the project, such as the height maximum, the area of the cover, the waterproofing, the interior volume.
On a toutefois tenté d'ailleurs avec succés de réaliser des ossatures de charpente pour toiture dont les versements sont formés par une succession de pans inclinés selon un angle progressif (FR-A-2.378.145) mais on reproche à ce type de toiture de ne pouvoir être couvertes avec des éléments de couverture traditionnels, lesquels sont toujours conçus pour réaliser une étanchéité en coopérant dans un plan.However, attempts have also been made with success to produce framework frameworks for roofing, the payments of which are formed by a succession of inclined sides at a progressive angle (FR-A-2,378,145), but this type of roofing is criticized. cannot be covered with traditional roofing elements, which are always designed to provide a seal by cooperating in a plane.
Dans le domaine des structures réticulées une seule nappe plane construite en bois lamelé-collé et sollicitée normalement à son plan, il est toutefois connu (église de LIBRAMONT en BELGIQUE) d'assembler des éléments structurels selon une résille notamment maille triangulaire en constituant des noeuds rigides entre les éléments.In the field of cross-linked structures, a single flat tablecloth constructed of glued-laminated wood and normally stressed on its plane, it is however known (church of LIBRAMONT in BELGIUM) to assemble structural elements according to a mesh, in particular triangular mesh by constituting knots rigid between the elements.
Dans ce cas précis, chaque noeud d'assemblage comprend un noyau autour duquel rayonne une pluralité de plaques, d'une part, orientées selon la disposition choisie pour les éléments structurels et, d'autre part, chacune perçées en correspondance avec des orifices aménagés dans les extrémités des éléments structurels.In this specific case, each assembly node comprises a core around which radiates a plurality of plates, on the one hand, oriented according to the arrangement chosen for the structural elements and, on the other hand, each drilled in correspondence with arranged orifices in the ends of the structural elements.
L'assemblage de ces pièces peut alors être réalisé par simple boulonnage.The assembly of these parts can then be achieved by simple bolting.
Ce type de noeud d'assemblage pourrait être utilisé dans le cas de l'invention mais sa construction serait délicate et onéreuse puisqu'il devrait avoir de faibles dimensions.This type of assembly node could be used in the case of the invention but its construction would be delicate and expensive since it should have small dimensions.
Précisément, dans le cas cité c'est l'importance de la hauteur de la section transversale des éléments structurels en bois lamelé-collé qui sont utilisés qui autorisent la conception et la réalisation d'un noeud d'assemblage rigide.Specifically, in the case cited it is the importance of the height of the cross section of the laminated-glued wooden structural elements which are used which authorize the design and production of a rigid assembly node.
En effet, la hauteur du noyau permet le raccordement par soudure des plaques qui doivent rayonner autour de ce noyau.Indeed, the height of the core allows the connection by welding of the plates which must radiate around this core.
Dans le cas de l'invention, si l'on veut limiter les dimensions et la masse des pièces constitutives de la structure c'est à dire des noeuds d'assemblage et des éléments structurels, il faut nécessairement limiter les dimensions des dites pièces et surtout la hauteur des sections transversales ce qui rend impossible l'élaboration d'un noeud d'assemblage selon la technique précitée.In the case of the invention, if one wishes to limit the dimensions and the mass of the constituent parts of the structure, that is to say assembly nodes and structural elements, it is necessary to limit the dimensions of said parts and especially the height of the cross sections which makes it impossible to develop an assembly node according to the above technique.
Un résultat que l'invention vise à obtenir est une structure réticulée plane et autoporteuse qui puisse être réalisée par une personne non spécialisée et sans le recours de moyens de levage traditionnels.One result which the invention aims to obtain is a planar and self-supporting reticulated structure which can be produced by a non-specialized person and without the use of traditional lifting means.
D'autres résultats de l'invention apparaîtront dans la description qui suit.Other results of the invention will appear in the description which follows.
L'invention a pour objet des moyens en vue de la réalisation d'une structure réticulée du type précité notamment caractérisés en ce qu'au lieu que le support ne consiste qu'en un noyau central autour duquel rayonnent les branches de liaison aux éléments structurels, le dit support consiste en au moins une platine rigide sur au moins l'une de ses deux faces opposées de laquelle les branches de liaison sont ancrées de manière à rayonner parallèlement à la dite face et selon la disposition requise.The subject of the invention is means for producing a reticulated structure of the aforementioned type, in particular characterized in that, instead of the support consisting only of a central core around which the branches connecting to the structural elements radiate. , said support consists of at least one rigid plate on at least one of its two opposite faces from which the connecting branches are anchored so as to radiate parallel to said face and according to the required arrangement.
Elle a également pour objet la structure pourvue de ces moyens. Cette invention sera bien comprise à la lecture de la description ci-aprés faite à titre d'exemple non limitatif en regard du dessin ci-annexé qui représente schématiquement :
- - figure 1 : vue de face, une structure réalisée selon l'invention,
- - figure 2 : vu de face et à plus grande échelle, un détail de la figure 1,
- - figure 3 : une vue selon III-III de la figure 2,
- - figure 4 : une vue de profil d'un élément structurel,
- - figure 5 : une coupe transversale d'une construction réalisée selon l'invention,
- - figure 6 : un détail à plus grande échelle de la figure 5,
- - figure 7 : une vue selon F de la figure 6,
- - figure 8 : vue en coupe transversale partielle, une variante de réalisation,
- - figure 9 : vue en coupe transversale partielle, une autre variante de réalisation.
- FIG. 1: front view, a structure produced according to the invention,
- FIG. 2: seen from the front and on a larger scale, a detail of FIG. 1,
- - Figure 3: a view along III-III of Figure 2,
- - Figure 4: a side view of a structural element,
- FIG. 5: a cross section of a construction produced according to the invention,
- FIG. 6: a detail on a larger scale of FIG. 5,
- FIG. 7: a view along F of FIG. 6,
- FIG. 8: view in partial cross section, an alternative embodiment,
- - Figure 9: partial cross-sectional view, another alternative embodiment.
En se reportant au dessin, on voit une structure réticulée 1 plane et autoporteuse constituée d'une résille 2 d'éléments structurels longilignes 3 s'étendant en une nappe plane 4 dans laquelle ils sont assemblés par leurs extrémités 5 selon les noeuds 6 de la dite résille.Referring to the drawing, we see a cross-linked structure 1 plane and self-supporting consisting of a mesh 2 of elongate
Pour constituer les mailles 7 de la résille 2, les éléments 3 sont assemblés au droit de chaque noeud par un dispositif 8 d'assemblage rigide c'est à dire un dispositif qui garantit une liaison par encastrement à un support commun 9 de chacun des éléments structurels.To constitute the
Ce dispositif de liaison doit garantir la transmission des moments de flexion entre les éléments structurels particulièrement lorsque la structure est destinée à supporter des efforts orientés globalement selon une direction orthogonale au plan de la nappe 4 ce qui est précisément le cas puisqu'en plus des charges naturelles et de la masse des éléments structurels on prévoit notamment de faire supporter à la nappe la masse d'une couverture 10 et/ou celle d'un revêtement intérieur 11 et la charge du plancher 25'. Par couverture, on comprendra toute surface sensiblement plane, inclinée ou horizontale en vue d'assurer l'étanchéité de la construction et/ou de permettre la circulation de personnes.This connecting device must guarantee the transmission of bending moments between the structural elements, particularly when the structure is intended to withstand forces oriented generally in a direction orthogonal to the plane of the ply 4, which is precisely the case since, in addition to the loads natural and of the mass of the structural elements provision is made in particular to make the sheet support the mass of a
Bien que cela n'apparaisse pas de manière évidente sur le dessin, les éléments structurels ont de préférence des dimensions et une masse telles qu'ils restent manutentionnables par une personne.Although this is not evident in the drawing, the structural elements preferably have dimensions and a mass such that they remain maneuverable by a person.
Implicitement cela limite les dimensions transversales des éléments structurels et donc l'épaisseur du dispositif de liaison 8 au niveau du noeud d'assemblage c'est à dire sa dimension mesurée dans un plan normal au plan de la nappe.Implicitly this limits the transverse dimensions of the structural elements and therefore the thickness of the connecting
Quoiqu'il en soit chaque dispositif de liaison 8 comprend une pluralité de branches 12 qui sont organisées sur le support 9 selon la disposition des éléments structurels qui convergent vers le noeud où doit se situer le dispositif.Anyway, each connecting
Egalement, les extrémités 13 des branches 12 qui sont destinées à coopérer avec les extrémités 5 des éléments structurels sont équipées de moyens de liaison 14 par encastrement avec les dites extrémités 5 des éléments.Also, the
Selon l'invention, au lieu que le support 9 ne consiste qu'en un noyau central autour duquel rayonnent les branches de liaison aux éléments structurels, le dit support 9 consiste en au moins une platine rigide sur au moins l'une des deux faces opposées 15, 16 de laquelle les branches de liaison sont ancrées de manière rayonner parallèlement à la dite face et selon la disposition requise.According to the invention, instead of the
Avantageusement, la platine et les branches sont en matériaux métalliques de même nature et sont assemblés par soudure dans le plan de la platine.Advantageously, the plate and the branches are made of metallic materials of the same kind and are assembled by welding in the plane of the plate.
Suivant l'invention, d'une part les branches de liaison 12 ont toutes sensiblement une même épaisseur "e" dans un plan normal à la face 15 de la platine 9 sur laquelle elles sont ancrées et elles présentent globalement toutes une face plane 17, telle un chant, parallèle à la dite face 15 de la platine et d'autre part, le dispositif de liaison comprend une contre platine 18 qui comporte quant à elle au moins une face d'appui 19 sur au moins certaines des faces planes 17 des branches 12 et au moins un moyen d'ancrage 20 à la platine 9 à même de développer une puissante action de serrage de la contre platine sur les dites faces 17 des branches.According to the invention, on the one hand the connecting
Ces particularités techniques permettent d'accroître le moment quadratique du dispositif de liaison 8 sans augmenter notablement son épaisseur.These technical features allow the quadratic moment of the connecting
Par exemple, le moyen d'ancrage 20 consiste en une pluralité de boulons qui traversent la platine et la contre platine et sont verrouillés par des écrous qui s'appuient sur la face libre 16 de la platine 9 tandis que les têtes des boulons s'appuient quant à elles sur la face libre 21 de la contre platine 18.For example, the anchoring means 20 consists of a plurality of bolts which pass through the plate and the counter plate and are locked by nuts which rest on the
De préférence, lorsque le dispositif de liaison comporte un nombre pair de branches de liaison 12, ces branches sont constituées par paire au moyen d'une plaque 22 coudée sensiblement en Vé formé selon l'angle requis entre les branches et ces plaques sont ancrées sur la face 15 intéressée de la platine 9 au droit de leur zone 23 de pliage suivant la disposition choisie pour les branches.Preferably, when the connection device comprises an even number of
Avantageusement, au moins l'une des pièces 9, 18 que constituent la platine 9 et la contre platine 18 présente au moins un moyen d'ancrage 24, 24a, 24b, 24c, 24d pour un organe 25 de report et/ou de reprise d'efforts c'est à dire notamment : - sur la platine 9, un moyen d'ancrage 24a, 24b, 24c qui reprend les efforts de flexion qui proviennent de la charge orthogonale à la face plane pour la transmettre via au moins une traverse 25 sensiblement horizontale à une structure opposée tel une autre nappe,
- sur la contre-platine 18, un moyen d'ancrage 24d qui permet d'associer l'ossature d'une niche de fenêtre ou une extension extérieure à la construction réalisée.Advantageously, at least one of the
- On the counter-plate 18, an anchoring means 24d which makes it possible to associate the framework of a window niche or an external extension with the construction carried out.
Le moyen d'ancrage peut être une simple soudure ou une patte dont les dimensions et l'orientation sont évidemment adaptées à chaque type de construction (figures 6 et 8) et permettre ainsi, par rapport au noeud, de reporter à des hauteurs variables un organe 25 et par exemple le plancher 25' qu'elle porte.The anchoring means can be a simple weld or a tab whose dimensions and orientation are obviously adapted to each type of construction (Figures 6 and 8) and thus allow, relative to the knot, to carry variable heights a
Dans le cas où la pièce d'ancrage 24b descend beaucoup plus bas que le noeud 8, sa base peut être pourvue de pattes 24c d'appui du côté opposé à la traverse 25 et, par exemple, sur les éléments longilignes 3 de la nappe 4.In the case where the anchoring piece 24b descends much lower than the
Tel que cela apparaît sur le dessin, lorsqu'une construction comprend deux structures réticulées agencées par exemple selon les versants 26 d'une toiture 27, les efforts engendrés par la masse des éléments structurels de chaque nappe et/ou par la masse de la couverture 10 et/ou du revétement intérieur de la nappe peuvent étre repris par les moyens d'ancrage 24 et les traverses 25 tels des poutres qui s'étendent dans un plan horizontal au moins entre certaines des platines opposées des deux nappes.As shown in the drawing, when a construction comprises two crosslinked structures arranged for example along the
Les éléments structurels qui permettent la construction de la structure 1 sont également particuliers en ce qu'ils comprennent au moins une face 28, 29 destinée à être disposée sensiblement parallèlement au plan de la nappe et qui porte selon un pas prédéterminé chacune une pluralité de moyens d'ancrage 30 pour une pièce 31, 32 de fixation de la couverture 10 ou d'un revêtement intérieur de la nappe.The structural elements which allow the construction of the structure 1 are also particular in that they comprise at least one
Ces éléments structurels sont par exemple réalisés à partir de fer en I.These structural elements are for example made from iron in I.
Conformément à l'invention, au moins certaines des pièces 31 de fixation de la couverture 10 aux éléments structurels 3 consistent chacune en une colonne 33 destinée à s'étendre sensiblement orthogonalement à la nappe et qui comprennent :
- un pied de fixation 34 sur l'un des moyens d'ancrage 30 que porte à cet effet chaque élément structurel 3,
- à une certaine distance d réglable au dessus du pied 34 un plateau 35 sensiblement orthogonal à la colonne,
- interposé entre le plateau 35 et la colonne, un moyen 36 de réglage de la distance d entre le pied de fixation et le plan du plateau,
- au delà du plateau, c'est à dire au voisinage de l'extrémité libre de la colonne, un moyen 37 de fixation de la couverture 10.According to the invention, at least some of the
a fixing
at a certain distance d adjustable above the
interposed between the
- beyond the plate, that is to say in the vicinity of the free end of the column, a
Le rôle des colonnes 33 est essentiellement d'écarter la couverture 10 du plan de la nappe d'éléments structurels et ce au moins pour permettre la mise en place d'une couche 38 d'isolant contre les éléments et d'un film 39 imperméable en appui sur le plateau 35 à une certaine distance au dessus de la dite couche d'isolant.The role of the
Suivant l'invention, la couverture comprend des grilles 40 de liteaux 41 et chaque grille 40 comprend, d'une part, au moins deux membrures 42 auxquelles les liteaux sont fixées sensiblement par leurs extrémités 43 et entre lesquelles ces liteaux 41 s'étendent parallélement entre eux avec un pas déterminé notamment par les éléments de couverture 44 tels les tuiles et, d'autre part, ces deux membrures 42 comprennent ensemble au moins trois organes 45 disposés en vue de coopérer chacun avec l'un des moyens 37 de fixation prévus sur les colonnes 33.According to the invention, the cover comprises
Dans une forme préférée de réalisation, la résille d'éléments structurels qui constitue la structure a une maille triangulaire et cette maille est déduite des caractéristiques géométriques d'une pyramide ayant des faces disposées selon la même inclinaison par rapport à la verticale que celles des versants principaux que doit comporter la construction.In a preferred embodiment, the mesh of structural elements which constitutes the structure has a triangular mesh and this mesh is deduced from the geometric characteristics of a pyramid having faces arranged at the same inclination relative to the vertical as those of the slopes main features of the construction.
Bien que les noeuds représentés portent des pattes réparties en étoile tout autour de leur axe, il est évident que l'invention s'applique également à des noeuds dont les pattes ne s'élancent que sur un certain angle compte tenu de leur situation par exemple en bord de nappe ou même dans l'un de ses angles (figure 9).Although the nodes represented carry legs distributed in a star all around their axis, it is obvious that the invention also applies to nodes whose legs only start out at a certain angle, taking into account their situation for example. at the edge of the tablecloth or even in one of its angles (Figure 9).
Pour l'assemblage des extrémités voisines 5 d'éléments structurels 3 qui s'étendent dans des nappes situées selon des plans sécants, chaque support de dispositif, d'une part, comprend au moins autant de platines rigides 9 que de nappes d'éléments au droit du noeud 6 d'assemblage considéré et, d'autre part, ces platines sont rigidement reliées entre elles selon la disposition et les angles induits par la situation des nappes dans lesquelles s'étendent les éléments au droit du noeud considéré.For the assembly of the neighboring ends 5 of
Une construction habitable réalisée selon l'invention comprendra par exemple :
- une pluralité de colonnes verticales fixées sur une fondation par exemple combinée à une semelle de béton armé de façon à constituer le périmètre du bàtiment au long duquel périmètre elles sont réparties de manière équidistante selon le module choisi,
- des poutres dont au moins certaines sont de longueur déterminée pour relier deux colonnes voisines tandis que les autres ont des dimensions déterminées en fonction de leur position dans la construction de manière à respecter le module fixe, ces poutres étant assemblées les unes avec les autres de manière constituer des réseaux plans de triangles, chaque réseau étant fixé sur les dites colonnes avec une pente ou en continuité avec le plan des colonnes et,
- des traverses horizontales fixées sur les moyens d'ancrage aux platines des noeuds de manière à constituer une structure de plancher.A habitable construction produced according to the invention will include for example:
a plurality of vertical columns fixed to a foundation, for example combined with a reinforced concrete footing so as to constitute the perimeter of the building along which perimeter they are distributed equidistantly according to the module chosen,
- beams at least some of which are of determined length to connect two adjacent columns while the others have dimensions determined according to their position in the construction so as to respect the fixed module, these beams being assembled with each other way of forming planar networks of triangles, each network being fixed on said columns with a slope or in continuity with the plane of the columns and,
- horizontal sleepers fixed on the anchoring means to the plates of the nodes so as to constitute a floor structure.
Pour la liaison (non représentée) des éléments structurels aux colonnes, on prévoit des organes de liaison qui comprennent essentiellement un plateau destiné à s'appuyer sur le sommet de la colonne et, d'une part, sur une face de ce plateau, deux plaques parallèles destinées à se placer de part et d'autre de la barre du profilé par exemple en I qui constitue la colonne et à y étre fixées par boulonnage et, d'autre part, sur la face opposée du plateau, au moins un ensemble de deux plaques parallèles disposées pour coopérer chacun avec l'extrémité d'un des éléments structurels qui convergent vers la colonne.For the connection (not shown) of the structural elements to the columns, connecting members are provided which essentially comprise a plate intended to rest on the top of the column and, on the one hand, on one face of this plate, two parallel plates intended to be placed on either side of the bar of the profile for example in I which constitutes the column and to be fixed there by bolting and, on the other hand, on the opposite face of the plate, at least one set two parallel plates arranged to cooperate each with the end of one of the structural elements which converge towards the column.
Claims (10)
laquelle structure est en outre destinée à supporter les charges naturelles ainsi que la masse d'une couverture (10) et/ou d'un revêtement intérieur (11) et/ou la charge du plancher, les dits moyens étant CARACTERISES en ce qu'au lieu que le support (9) du dispositif de liaison ne consiste qu'en un noyau central autour duquel rayonnent les branches de liaison aux éléments structurels, le dit support (9) consiste en au moins une platine rigide sur au moins l'une des faces opposées (15, 16) de laquelle les branches de liaison sont ancrées de manière à rayonner parallèlement à la dite face et selon la disposition requise.1. Means for producing a planar and self-supporting reticulated structure consisting of a mesh (2) of elongate structural elements (3) extending into a planar sheet (4) in which they are assembled by their ends (5) along the nodes (6) of said mesh to form its meshes (7), and this by means of embedding connection devices which each essentially comprise a plurality of branches (12) organized on a common support (9 ) and each provided with an embedding connection means with the end (5) of a structural element,
which structure is further intended to support the natural loads as well as the mass of a covering (10) and / or an interior covering (11) and / or the load of the floor, said means being CHARACTERIZED in that instead of the support (9) of the connecting device consisting only of a central core around which the connecting branches radiate to the structural elements, the said support (9) consists of at least one rigid plate on at least one opposite faces (15, 16) from which the connecting branches are anchored so as to radiate parallel to said face and according to the required arrangement.
- sur la platine (9), un moyen d'ancrage (24a, 24b, 24c) qui reprend les efforts de flexion qui proviennent de la charge orthogonale à la face plane pour la transmettre via au moins une traverse (25) sensiblement horizontale à une structure opposée tel une autre nappe,
- sur la contre-platine (18), un moyen d'ancrage (24d) qui permet d'associer l'ossature d'une niche de fenêtre ou une extension extérieure à la construction réalisée.5. Means according to claim 3 or 4 characterized in that at least one of the parts (9, 18) that constitute the plate (9) and the counter plate (18) has at least one anchoring means (24 , 24a, 24b, 24c, 24d) for a member (25) of postponement and / or recovery of efforts, that is to say in particular:
- On the plate (9), an anchoring means (24a, 24b, 24c) which takes up the bending forces which come from the load orthogonal to the flat face to transmit it via at least one crosspiece (25) substantially horizontal to an opposite structure like another sheet,
- On the counter-plate (18), an anchoring means (24d) which makes it possible to associate the framework of a window niche or an external extension with the construction carried out.
- un pied de fixation (34) sur l'un des moyens d'ancrage (30) que porte à cet effet chaque élément structurel (3),
- à une certaine distance (d) réglable au dessus du pied (34) un plateau (35) sensiblement orthogonal à la colonne,
- interposé entre le plateau (35) et la colonne, un moyen (36) de réglage de la distance (d) entre le pied de fixation et le plan du plateau,
- au delà du plateau, c'est à dire au voisinage de l'extrémité libre de la colonne, un moyen (37) de fixation de la couverture ou surface plane (10).7. Means according to claim 6 characterized in that at least some of the fixing parts intended to equip an element each consist of a column (33) intended to extend substantially orthogonally to the face (28, 29) and which comprise :
a fixing foot (34) on one of the anchoring means (30) that each structural element (3) carries for this purpose,
- at a certain distance (d) adjustable above the foot (34) a plate (35) substantially orthogonal to the column,
- interposed between the plate (35) and the column, a means (36) for adjusting the distance (d) between the fixing foot and the plane of the plate,
- Beyond the plate, that is to say in the vicinity of the free end of the column, a means (37) for fixing the cover or flat surface (10).
laquelle structure est en outre destinée à supporter les charges naturelles ainsi que la masse d'une couverture (10) et/ou d'un revêtement intérieur (11) et/ou la charge du plancher, cette structure étant caractérisée en ce qu'elle comprend les moyens selon l'une quelconque des revendications 1 à 7.8. Flat and self-supporting reticulated structure made up of a mesh (2) of elongated structural elements (3) extending into a flat sheet (4) in which they are assembled by their ends (5) according to the nodes (6) of said mesh to form its meshes (7), and this by means of embedding connection devices which each essentially comprise a plurality of branches (12) organized on a common support (9) and each provided with a means of built-in connection with the end (5) of a structural element,
which structure is further intended to support the natural loads as well as the mass of a cover (10) and / or an interior covering (11) and / or the load of the floor, this structure being characterized in that it comprises the means according to any one of claims 1 to 7.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8710082 | 1987-07-07 | ||
FR8710082A FR2617883B1 (en) | 1987-07-07 | 1987-07-07 | MODULAR SELF-SUPPORTING BUILDING STRUCTURE |
Publications (1)
Publication Number | Publication Date |
---|---|
EP0298863A1 true EP0298863A1 (en) | 1989-01-11 |
Family
ID=9353222
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP88401757A Withdrawn EP0298863A1 (en) | 1987-07-07 | 1988-07-05 | Self-carrying plane reticular structure |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0298863A1 (en) |
FR (1) | FR2617883B1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5340093A (en) * | 1991-08-13 | 1994-08-23 | Firma Carl Freudenberg | Hydraulically damped rubber bearing |
FR2744198A1 (en) * | 1996-01-26 | 1997-08-01 | Secm Sarl | THREE-DIMENSIONAL STRUCTURE FORMED OF LONGILIGNED ELEMENTS ASSEMBLED BY THEIR ENDS USING ASSEMBLY NODES |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR942168A (en) * | 1946-02-05 | 1949-02-01 | prefabricated elements of frames and realizations of trusses and beams using these elements | |
FR1191400A (en) * | 1958-02-08 | 1959-10-19 | Improvements in the construction or consolidation of building attics | |
US3323820A (en) * | 1965-04-19 | 1967-06-06 | Whittaker Corp | Space frame structures |
US3354590A (en) * | 1965-05-03 | 1967-11-28 | Norman T Gilroy | Building frame structure |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3477189A (en) * | 1967-02-20 | 1969-11-11 | Anthes Imperial Ltd | Load supporting structure |
US3927499A (en) * | 1973-05-24 | 1975-12-23 | Unistrut Corp | Space frame floor column system |
-
1987
- 1987-07-07 FR FR8710082A patent/FR2617883B1/en not_active Expired - Lifetime
-
1988
- 1988-07-05 EP EP88401757A patent/EP0298863A1/en not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR942168A (en) * | 1946-02-05 | 1949-02-01 | prefabricated elements of frames and realizations of trusses and beams using these elements | |
FR1191400A (en) * | 1958-02-08 | 1959-10-19 | Improvements in the construction or consolidation of building attics | |
US3323820A (en) * | 1965-04-19 | 1967-06-06 | Whittaker Corp | Space frame structures |
US3354590A (en) * | 1965-05-03 | 1967-11-28 | Norman T Gilroy | Building frame structure |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5340093A (en) * | 1991-08-13 | 1994-08-23 | Firma Carl Freudenberg | Hydraulically damped rubber bearing |
US5346189A (en) * | 1991-08-13 | 1994-09-13 | Firma Carl Freudenberg | Hydraulically damped rubber bearing |
FR2744198A1 (en) * | 1996-01-26 | 1997-08-01 | Secm Sarl | THREE-DIMENSIONAL STRUCTURE FORMED OF LONGILIGNED ELEMENTS ASSEMBLED BY THEIR ENDS USING ASSEMBLY NODES |
Also Published As
Publication number | Publication date |
---|---|
FR2617883A1 (en) | 1989-01-13 |
FR2617883B1 (en) | 1991-10-11 |
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