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EP3510211A1 - Method for assembling building elements and building thus produced - Google Patents

Method for assembling building elements and building thus produced

Info

Publication number
EP3510211A1
EP3510211A1 EP17768837.1A EP17768837A EP3510211A1 EP 3510211 A1 EP3510211 A1 EP 3510211A1 EP 17768837 A EP17768837 A EP 17768837A EP 3510211 A1 EP3510211 A1 EP 3510211A1
Authority
EP
European Patent Office
Prior art keywords
elements
building
faces
sheets
sheet
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.)
Granted
Application number
EP17768837.1A
Other languages
German (de)
French (fr)
Other versions
EP3510211B1 (en
Inventor
Willem Arnold Van Willigen
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP3510211A1 publication Critical patent/EP3510211A1/en
Application granted granted Critical
Publication of EP3510211B1 publication Critical patent/EP3510211B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00Building elements of block or other shape for the construction of parts of buildings
    • E04C1/40Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures

Definitions

  • the present invention relates to a method of assembling building elements and a construction thus produced.
  • the invention relates to any type of construction, public, private, commercial, industrial, agricultural or other, regardless of the size of the construction.
  • construction also designates works of art, such as bridges, bridges, canopies, retaining walls or others.
  • EP-A-861 587 discloses a wooden box containing a body of insulating material, for example polyurethane foam. It is known from WO-A-85/04922, previously filed by the applicant, a plate-shaped member formed of a polystyrene core bonded between two layers of plywood. Cutouts made in one of the plywood faces allow, if necessary, to bend the plate.
  • WO-A-90/00474 discloses a core comprising two materials, including a transition, on which are glued plywood plates. The element thus manufactured has a shape adapted to its use, for example corner, cylinder or plate.
  • the invention aims to overcome the disadvantages of the prior art mentioned above.
  • the subject of the invention is a method of assembling a set of construction elements whose outer walls of each element define a receiving volume of a main body, in the form of a polyhedron, occupying the together said receiving volume and of which at least two faces are parallel, the main body being made of a rigid insulating material formed by expanded polystyrene or EPS having a density of at least 1 Qkg / m3 and each of the faces of the main body being completely covered by at least one sheet made of a material based on wood, each sheet being pressed onto said face of the main body which receives it, characterized in that it comprises at least the following steps:
  • step b) continuing the assembly carried out in step a) by bonding other faces of said elements with complementary external faces of other building elements until a part of a building or structure is obtained predefined art
  • the invention thus achieves the objectives mentioned above. Indeed, several geometric shapes of the main body, therefore the element, all polyhedral, are easily achievable to meet the architectural needs to achieve a building or component of this building such as a beam or a wall or a book art.
  • such a method may comprise one or more of the following steps:
  • a sheet of protective and / or decorative coating is bonded to at least one of the faces of the part of the building or structure of realized art.
  • step c) the reset sheets are glued on the coplanar faces of the assembled elements so that the connecting joints between two assembled elements are never aligned with the connecting joints of two abolished reset sheets.
  • Each wood-based sheet is a sheet, at least 5 mm thick, strips of wood called Oriented Strand Board (OSB) or plywood.
  • OSB Oriented Strand Board
  • At least one gutter is formed in the main body of at least one element, the gutter defining a passage for conduits and ducts.
  • the invention also relates to a building or structure of which at least a part is made with at least three construction elements assembled according to the assembly method according to the invention characterized in that said elements are assembled so as to defining a honeycomb structure with solid cells, the outer walls of the honeycomb structure being defined by the resetting sheets.
  • FIG. 1 is a view from above of a construction element according to an embodiment of the invention, a face being devoid of a sheet for visualizing the interior,
  • FIG. 2 is a view of the element of FIG. 1, in pre-assembly configuration
  • FIG. 3 illustrates, in a pre-assembly configuration, the embodiment of a part of a building with elements of FIG.
  • FIG. 4 is a schematic view of a flat wall of a building made with elements of FIG. 1, on another scale, illustrating the honeycomb configuration of this wall, the rearming sheets being illustrated, front, dotted for more readability.
  • FIG. 5 is a simplified perspective view of a wall of a building in progress with elements of FIG. 1,
  • FIGS. 6 and 7 illustrate, on the same scale, elements conforming to two other embodiments of the invention.
  • FIGS. 8 and 9 represent, at the same scale, wall portions of buildings respectively configured in an arc and a dome, made with elements respectively having two or four inclined faces and in accordance with two other embodiments of the invention; 'invention,
  • FIG. 10 illustrates, on another scale and in pre-assembly configuration, the embodiment of a part of a beam-type building, using elements of FIG. 1, according to another embodiment of the invention and
  • Figure 1 1 is a perspective view, on another scale, of two beams of Figure 10 assembled at right angles.
  • Figure 1 illustrates a construction element 1 according to one embodiment of the invention.
  • the element 1 is formed of a main body 2, partially visible in Figure 1.
  • the body 2 occupies the receiving volume defined by the constituent walls of the outer faces of each element 1.
  • each element 1 has a geometric shape corresponding to that of the body 2 that it receives.
  • the body 2 is made of a rigid insulating material.
  • insulation should be understood as relating to, at least, thermal insulation, it being understood that such a material may also have sound insulation characteristics.
  • the insulating material is chosen by materials of plant origin, mineral or synthetic that is to say derived from petroleum. It must be rigid, insensitive to environmental conditions, especially stable dimensionally in a range of temperatures ranging typically from -80 ° C to + 80 ° C. H must also have a shear strength of at least 40 KPa and preferably close to 50 KPa. I! It is generally accepted that, at least for a rigid material, there is a relationship between its density and its mechanical strength: the higher the density of the material and the higher its mechanical strength. In the context of the invention, the minimum density is close to 10 Kg / m 3, preferably between 15 Kg / m 3 and 25 Kg / m 3, advantageously close to 18 Kg / m 3.
  • the preferred material for forming the body 2 is, but not exclusively, expanded polystyrene or EPS.
  • This material also offers the advantage of being easy to produce in large quantities, at a low cost, to be recyclable and easy to work.
  • from a block of polystyrene it is possible to realize any geometric shape.
  • the body 2 defines not only the geometric shape of the finished element 1 but also, overall, its size and weight. Indeed, each of the different faces of the body 2 is covered over its entire surface by at least one sheet of a material based on wood.
  • Such a sheet must be substantially watertight and dustproof, fireproof, protect the block of polystyrene against any effect of punching or tearing.
  • such a sheet must have a tensile strength perpendicular to its surface of at least 0.3 Newton / mm 2.
  • such a sheet should not alter the insulation characteristics, at least thermal insulation, of the main body, and therefore do not create a thermal bridge.
  • such a sheet is for example made of plywood, in the medium or, in a preferred embodiment, in OSB (Oriented Strand Board), that is to say in a sheet formed of strips of wood bonded together by a resin, with cross-layer orientation.
  • FIG. 2 illustrates such sheets in pre-assembly configuration on the faces of the body 2.
  • Each sheet 3 to 8, here of OSB, has dimensions complementary in length and width to those respectively of the faces 9 to 14 who will receive them.
  • the different sheets 3 to 8 here have the same thickness. This is at least 5 mm to ensure a certain rigidity to the sheet and generally between 10 mm and 40 mm.
  • the preferred thickness is 10 mm.
  • each sheet 3 to 8 covers, once in place on the body 2, the entire face 9 to 14 on which it is bonded. It is necessary that no part of the body 2 is visible on a finished element 1.
  • an adhesive is used. It is a glue chosen from structural glues based on polyurethane, epoxy, vinyl or others as long as such a glue offers impact resistance, thus shear strength of at least 10 MPa and, in this case, species, close to 16MPa.
  • Elements 1 which have high insulation and mechanical strength characteristics are thus obtained, for elements 1 which, preferably in the case of rectangle regular polyhedra, as illustrated in FIGS. 1 to 3, are 2.50 m in length. long for a section of 0.40 m by 0.40 m. Such dimensions allow the installation of walls or part of a structure or buildings quickly, with few elements while offering optimal mechanical and insulation characteristics.
  • Figure 3 illustrates the assembly of several elements 1 together.
  • Such a configuration is, for example, for mounting walls of high thickness, structural elements of beam type or pylons.
  • twelve identical elements 1 are united, by gluing, in two rows of three pairs of elements 1.
  • each element 1 is glued to three other elements 1 neighbors.
  • the visible faces of the sheets 3 to 8 of each element are glued to the visible faces 3 to 8 of the other neighboring elements.
  • Visible faces denote the faces of the sheets 3 to 8 which are not bonded to the body 2.
  • Two sheets 15, 16 similar to the sheets 3 to 8, as regards the constituent material, are shown in the pre-assembly position. These sheets 15, 16 are called reset. It is understood that these sheets have dimensions adapted to cover, at least in part, the twelve elements 1 thus assembled. Here, for greater clarity, only two sheets are illustrated, it being understood that, in some embodiments, only some of the faces of the joined elements are covered by a sheet made of a wood-based material. In other embodiments, all the visible faces of the assembled elements are covered by sheets similar to the sheets 15, 16. In this case, six sheets must be provided to cover all the visible faces of the twelve assembled elements 1, including the end faces. In a variant, the sheets used are of a different nature.
  • FIG. 4 illustrates an assembly of sixteen elements 1 for producing a wall P whose width corresponds substantially to that, unitary, of the elements 1.
  • the planes of joints between the elements 1, therefore the bonding zones, are represented in bold, for more readability.
  • FIG. 5 illustrates, in a simplified manner, a wall portion M which comprises elements 1 stacked and glued together.
  • a reset sheet 20 is glued on the face 19 of the wall M intended to be oriented towards the outside of the finished building.
  • a plate of an outer coating 21 is glued, to protect the sheet 20 external aggression while participating in the mechanical properties of the wall M and its aesthetics.
  • the plate 21 is bonded offset from the sheet 20 so that the respective bonding joints between the abutting plates 21 and the abutting sheets 20 are not aligned.
  • the first element 1 located at the bottom of the wall M, rests on a floating slab 22. Between this slab 22 and the ground, a sealing barrier, not shown, is provided to prevent any rise in moisture.
  • a wall M and more generally a building, thus produced, has a mode of construction combining, with a synergistic effect, the advantages of a laminated wall by bonding wood-based panels with those of a structure of solid honeycomb walls.
  • a wall made by rolling has a high mechanical strength.
  • a wall having a structure honeycomb has significant resistance to bending and deformation.
  • a part of a wall, or more generally a part of the construction is formed by several connected elements, each at least two and preferably three other elements.
  • each element forms a bracing for the elements to which it is connected.
  • the assembly is also rearmed by a sheet 15, 16, 20.
  • Such a construction method allows to distribute the loads, no longer on pillars upright and some so-called bearing walls but on the entire periphery of the building. In this way, a building or a structure of art meets the requirements in earthquake-proofing, while allowing the construction of multi-storey buildings or high engineering structures.
  • FIG. 6 illustrates an element 100, globally in the shape of a rectangle polyhedron such as element 1, but in which gutters 23, 24 have been made in order to allow the passage of ducts and technical ducts. These channels 23, 24 are made in the main body of the element 100, so in the EPS and then, similarly to the element 1, are covered with OSB sheets.
  • FIG. 7 represents an element 200 in the form of a curved rectangle polyhedron.
  • Such a form of elements 200 makes it possible to produce curved wall parts, for example a curved wall or a balcony.
  • Figure 8 illustrates a wall portion S formed of several elements 300 having two non-parallel faces, the other faces being parallel.
  • the shape of the elements 300 is frustoconical, which makes it possible, as is apparent from FIG. 8, to produce walls constituting towers or silos, or more generally walls in an arc or a vault, depending on the position final occupied in the work by the elements 300 assembled.
  • Figure 9 illustrates a wall portion D constituting a dome, here, the elements 400 have four non-parallel faces. In other words, they are configured globally at the corner.
  • the elements 300 and 400 are formed of a main body EPS covered on all sides by an OSB sheet. The elements 300, 400 are glued together before being covered by at least one reset sheet.
  • FIG. 10 illustrates the production of a carrier member O, such as a beam with elements 1.
  • a carrier member O such as a beam with elements 1.
  • Thirty-eight elements 1 form here the beam O, the latter being in the form of a rectangular section polyhedron.
  • the thirty-eight elements 1 are divided into three stacked rows. Rectangular OSB sheets 25 to 28B provide reset, and define the four faces of the member O.
  • the central row R is devoid of element 1 in the central part, thus providing a passage for a pipe or a technical sheath .
  • the row R here comprises eight elements, the two rows above and below the row R comprising in turn fifteen elements each.
  • Each row is separated from the adjacent row, thus located below and / or above, by an internal rearming sheet 28A, 28B.
  • An internal and external rearmament of the beam O is thus achieved by the sheets 25 to 28B, which contributes to the production of a honeycomb structure.
  • FIG. 11 represents another embodiment of two members T, similar to the member O of FIG. 10 in their individual embodiment, here two members T are provided, in addition to the axial passage according to the length of each member T, as in the member O, of a transverse passage, substantially at half length of each member T.
  • Such a configuration makes it possible to associate together two members T at right angles, so as to preserve the outlets of ends at the central passages of the two organs when they are glued together at right angles.
  • the carrier members are H-shaped, tubes, or the like.
  • the shape and the number of elements necessary for the construction are defined beforehand by layout.
  • the elements are assembled at the factory, routed on site and assembled on site, by gluing to form first parts of building which, connected together, constitute the building.
  • the frames, roofs, terraces and floors are formed by the only assembled elements.
  • such a building is devoid of lintel. The latter are no longer necessary, the openings being delimited by the absence of elements in certain areas of the walls.
  • a marking allowing their identification.
  • it is a bar code.
  • other marking means may be used, associated or not with the bar code, for example a color code.
  • the main body of each element taken separately, has a high shear strength and between each main body there is a rigid zone formed by the bonding of at least two sheets of high strength material to the traction, we obtain a wall, vertical or not, or part of the building or structure, which behaves like a honeycomb structure with solid cells. De facto, the building or the structure as a whole also behaves like a honeycomb structure. This gives a homogeneous behavior of the whole building.
  • the sheets are preassembled, for example in the form of folded boxes. They are shipped with a minimum footprint in this form, for example by container. On site, or near the latter, the main body is shaped, introduced into the volume defined between the sheets in unfolded and glued configuration.
  • the main body in EPS is made on site, for example from recycled polystyrene.
  • Such a solution is particularly interesting for the construction of buildings or engineering structures in hard-to-reach areas and / or limited industrial infrastructures.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Finishing Walls (AREA)
  • Building Environments (AREA)
  • Laminated Bodies (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The method for assembling a collection of building elements (1) comprises at least the following steps: –a) assembling, by bonding, two complementary external faces of two building elements (1), –b) continuing with the assembly performed in step a) by bonding other faces of the said elements (1) to complementary external faces of other building elements (1) until a predefined part of a building or of an engineering structure is obtained, –c) bonding sheets (15, 16), referred to as resetting sheets, made from a wood-based material, onto at least part of the coplanar faces of the elements (1) assembled in the preceding steps, –d) repeating steps a) to c) until the part is obtained. The invention also relates to a building produced with at least three elements assembled according to the method of the invention.

Description

PROCEDE D'ASSEMBLAGE D'ELEMENTS DE CONSTRUCTION ET  METHOD FOR ASSEMBLING BUILDING ELEMENTS AND
CONSTRUCTION AINSI REALISEE  CONSTRUCTION SO REALIZED
La présente invention concerne un procédé d'assemblage d'éléments de construction ainsi qu'une construction ainsi réalisée. The present invention relates to a method of assembling building elements and a construction thus produced.
L'invention concerne tout type de construction, publique, privée, à usage commercial, industriel, agricole ou autres, cela quelle que soit la taille de la construction. Par construction, on désigne également des ouvrages d'art, tels que des passerelles, des ponts, des auvents, des murs de soutènement ou autres.  The invention relates to any type of construction, public, private, commercial, industrial, agricultural or other, regardless of the size of the construction. By construction, also designates works of art, such as bridges, bridges, canopies, retaining walls or others.
Dans le domaine de la construction, on connaît l'utilisation d'éléments standardisés de type brique ou parpaing, pour réaliser des parois constitutives d'un bâtiment. Ces éléments sont fixés entre eux par un liant tel que du mortier. Un tel mode de construction est long et complexe. Depuis quelques années se développe la construction de bâtiments utilisant comme matériau de base le bois. Typiquement, de tels bâtiments, avec une structure dite ossature bois, comportent des panneaux préfabriqués en bois qui sont montés sur une ossature, avantageusement en bois.  In the field of construction, it is known to use standard elements of the brick or block type, to produce the constituent walls of a building. These elements are fixed together by a binder such as mortar. Such a construction method is long and complex. In recent years, the construction of buildings has been developing using wood as the basic material. Typically, such buildings, with a so-called wood frame structure, include prefabricated wooden panels which are mounted on a framework, preferably wood.
Cette solution implique une réalisation à façon et en usine des panneaux en bois, selon l'architecture du bâtiment à réaliser, seul le montage du bâtiment étant effectué in situ. Par ailleurs, du fait du mode de liaison des panneaux à l'aide d'éléments métalliques tels que des connecteurs ou des vis, on constate la présence de ponts thermiques dans de tels bâtiments. Or, du fait de la mise en place de normes environnementales relativement contraignantes et de l'obligation de réaliser des bâtiments avec une isolation optimisée et un faible impact écologique, la recherche de nouveaux modes de construction est nécessaire.  This solution involves a custom and factory completion of wooden panels, depending on the architecture of the building to be produced, only the assembly of the building being carried out in situ. Moreover, because of the way in which the panels are connected using metal elements such as connectors or screws, the presence of thermal bridges in such buildings is observed. However, due to the introduction of relatively restrictive environmental standards and the obligation to build buildings with optimized insulation and low environmental impact, the search for new construction methods is necessary.
EP-A-861 587 décrit un caisson en bois contenant un corps en un matériau isolant, par exemple en mousse de polyuréthane. On connaît par WO-A-85/04922, déposé précédemment par le demandeur, un élément en forme de plaque formée d'une âme en polystyrène collée entre deux couches de contreplaqués. Des découpes réalisées dans une des faces en contreplaqué permettent, si besoin, de cintrer la plaque. WO-A-90/00474 divulgue une âme comportant deux matériaux, dont un de transition, sur iaqueiie sont collées des plaques de contreplaqué. L'élément ainsi fabriqué a une forme adaptée à son utilisation, par exemple en coin, en cylindre ou en plaque. Ces solutions nécessitent la réalisation d'éléments spécifiques à chaque bâtiment, tout en étant d'une mise en œuvre malaisée. On connaît également par FR-A-2952659 des éléments de construction en bois, en forme de brique, remplis d'un matériau isolant. Ces éléments sont connectés entre eux par des éléments de tension, de type mâle femelle et par des tiges métalliques assurant la mise en tension des éléments empilés sur la hauteur des parois. Une telle solution est complexe à réaliser et ne supprime pas les ponts thermiques. On connaît aussi par WO-A-2010/047570 des éléments en forme de brique pourvus d'une double paroi en bois et dont l'intérieur est rempli d'un matériau isolant. La liaison entre ces éléments est de type tenon mortaise. EP-A-861 587 discloses a wooden box containing a body of insulating material, for example polyurethane foam. It is known from WO-A-85/04922, previously filed by the applicant, a plate-shaped member formed of a polystyrene core bonded between two layers of plywood. Cutouts made in one of the plywood faces allow, if necessary, to bend the plate. WO-A-90/00474 discloses a core comprising two materials, including a transition, on which are glued plywood plates. The element thus manufactured has a shape adapted to its use, for example corner, cylinder or plate. These solutions require the realization of elements specific to each building, while being difficult to implement. Also known from FR-A-2952659 wooden building elements, shaped brick, filled with an insulating material. These elements are connected to each other by voltage elements, of the male-female type and by metal rods ensuring the tensioning of the elements stacked on the height of the walls. Such a solution is complex to achieve and does not eliminate thermal bridges. Also known from WO-A-2010/047570 are brick-shaped elements provided with a double wall of wood and whose interior is filled with an insulating material. The connection between these elements is of the mortise tenon type.
Ces différentes solutions, si elles offrent un avantage par rapport aux constructions traditionnelles en béton ou en pierre, ne sont pas aisées à mettre en œuvre. En effet, les éléments nécessitent soit une structure porteuse soit des éléments de liaison, généralement métalliques, entre les éléments, ce qui de facto, génère des ponts thermiques. De plus, dans le cas de construction utilisant le bois, la présence de tels ponts thermiques favorisent la propagation du feu. De plus, les éléments ne permettent pas de réaliser tous les types architecturaux de bâtiment en optimisant l'isolation et la réparti lion des charges, à un coût et avec des contraintes de fabrication maîtrisés.  These different solutions, if they offer an advantage over traditional concrete or stone constructions, are not easy to implement. Indeed, the elements require either a carrier structure or connecting elements, generally metallic, between the elements, which de facto generates thermal bridges. In addition, in the case of construction using wood, the presence of such thermal bridges promote the spread of fire. In addition, the elements do not make it possible to realize all the architectural types of building by optimizing the insulation and the distribution of the loads, at a cost and with constraints of manufacturing mastered.
Ceci étant précisé, l'invention vise à remédier aux inconvénients de l'art antérieur évoqués ci-dessus.  That being said, the invention aims to overcome the disadvantages of the prior art mentioned above.
A cet effet, l'invention a pour objet un procédé d'assemblage d'un ensemble d'éléments de construction dont les parois externes de chaque élément définissent un volume de réception d'un corps principal, en forme de polyèdre, occupant l'ensemble dudit volume de réception et dont au moins deux faces sont parallèles, le corps principal étant réalisé en un matériau isolant rigide formé par du polystyrène expansé ou PSE d'une densité d'au moins 1 Qkg/m3 et chacune des faces du corps principal étant totalement couverte par au moins une feuille réalisée en un matériau à base de bois, chaque feuille étant coilée sur ladite face du corps principal qui la reçoit, caractérisé en ce qu'il comprend au moins les étapes suivantes : To this end, the subject of the invention is a method of assembling a set of construction elements whose outer walls of each element define a receiving volume of a main body, in the form of a polyhedron, occupying the together said receiving volume and of which at least two faces are parallel, the main body being made of a rigid insulating material formed by expanded polystyrene or EPS having a density of at least 1 Qkg / m3 and each of the faces of the main body being completely covered by at least one sheet made of a material based on wood, each sheet being pressed onto said face of the main body which receives it, characterized in that it comprises at least the following steps:
-a) assembler par collage deux faces externes complémentaires de deux éléments de construction,  -a) assembling by gluing two complementary external faces of two construction elements,
-b) poursuivre l'assemblage réalisé à l'étape a) par collage d'autres faces desdits éléments avec des faces externes complémentaires d'autres éléments de construction jusqu'à obtention d'une partie d'un bâtiment ou d'un ouvrage d'art prédéfinie,  b) continuing the assembly carried out in step a) by bonding other faces of said elements with complementary external faces of other building elements until a part of a building or structure is obtained predefined art,
~c) coller des feuilles, dites de réarmement, réalisées en un matériau à base de bois, sur au moins une partie des faces coplanaires des éléments assemblés aux étapes précédentes,  ~ c) sticking sheets, called reset, made of a wood-based material, on at least a portion of the coplanar faces of the elements assembled in the previous steps,
-d) répéter les étapes a) à c) jusqu'à obtention de la partie du bâtiment ou de l'ouvrage d'art prédéfinie.  -d) repeat steps a) to c) until the part of the building or predefined structure is obtained.
L'invention permet d'atteindre ainsi les objectifs précédemment mentionnés. En effet, plusieurs formes géométriques du corps principal, donc de l'élément, toutes polyédriques, sont aisément réalisables afin de répondre aux besoins architecturaux pour réaliser un bâtiment ou un composant de ce bâtiment tel qu'une poutre ou un mur ou encore un ouvrage d'art.  The invention thus achieves the objectives mentioned above. Indeed, several geometric shapes of the main body, therefore the element, all polyhedral, are easily achievable to meet the architectural needs to achieve a building or component of this building such as a beam or a wall or a book art.
Grâce à l'invention, on réalise des formes simples ou complexes de l'élément, pour autant que son corps principal possède au moins deux faces parallèles et cela sans pont thermique puisqu'aucun matériau métallique n'est utilisé pour réaliser les éléments et pour les assembler entre eux. L'utilisation uniquement de matériau isolant et de feuilles à base de bois collées sur ce matériaux garantie l'absence de pont thermique au moins sans nuire, si ce n'est renforcer, la résistance mécanique de l'élément et donc, de facto, en préservant ou en améliorant la résistance mécanique de la partie du bâtiment ou du bâtiment construit avec de tels éléments. La réalisation de la construction par collage permet de préserver cette absence de pont thermique tout en assurant une répartition des charges sur l'ensemble de la construction. On obtient ainsi une construction autoporteuse avec une répartition des charges optimale, ce qui autorise des formes variées et/ou des hauteurs importantes. Selon des aspects avantageux mais non obligatoires de l'invention, un tel procédé peut comprendre une ou plusieurs des étapes suivantes: Thanks to the invention, simple or complex shapes of the element are produced, provided that its main body has at least two parallel faces and this without a thermal bridge since no metallic material is used to produce the elements and to assemble them. The use only of insulating material and wood-based sheets bonded to this material guarantees the absence of thermal bridge at least without harming, if not reinforcing, the mechanical strength of the element and therefore, de facto, preserving or improving the mechanical strength of the part of the building or building constructed of such elements. The realization of the construction by gluing makes it possible to preserve this absence of thermal bridge while ensuring a distribution of the loads on the whole of the construction. This gives a self-supporting construction with optimal load distribution, which allows varied shapes and / or high heights. According to advantageous but non-obligatory aspects of the invention, such a method may comprise one or more of the following steps:
- après l'étape d), lors d'une étape supplémentaire e), on colle une feuille d'un revêtement de protection et/ou de décoration sur au moins une des faces de la partie du bâtiment ou de l'ouvrage d'art réalisée.  after step d), during an additional step e), a sheet of protective and / or decorative coating is bonded to at least one of the faces of the part of the building or structure of realized art.
- Lors de l'étape c), les feuilles de réarmement sont collées sur les faces coplanaires des éléments assemblés de sorte que les joints de liaison entre deux éléments assemblés ne sont jamais alignés avec les joints de liaison de deux feuilles de réarmement aboulées.  - In step c), the reset sheets are glued on the coplanar faces of the assembled elements so that the connecting joints between two assembled elements are never aligned with the connecting joints of two abolished reset sheets.
- Chaque feuille à base de bois est une feuille, d'au moins 5 mm d'épaisseur, de lamelles de bois dite OSB (Oriented Strand Board) ou de contreplaqué.  - Each wood-based sheet is a sheet, at least 5 mm thick, strips of wood called Oriented Strand Board (OSB) or plywood.
- Au moins une gouttière est ménagée dans le corps principal d'au moins un élément, la gouttière définissant un passage pour des conduits et des gaines techniques.  - At least one gutter is formed in the main body of at least one element, the gutter defining a passage for conduits and ducts.
L'invention concerne aussi un bâtiment ou un ouvrage d'art dont au moins une partie est réalisée avec au moins trois éléments de construction assemblés selon le procédé d'assemblage conforme à l'invention caractérisé en ce que lesdits éléments sont assemblés de sorte à définir une structure en nid d'abeilles aux alvéoles pleines, les parois extérieures de la structure en nids d'abeilles étant définies par les feuilles de réarmement.  The invention also relates to a building or structure of which at least a part is made with at least three construction elements assembled according to the assembly method according to the invention characterized in that said elements are assembled so as to defining a honeycomb structure with solid cells, the outer walls of the honeycomb structure being defined by the resetting sheets.
L'invention sera mieux comprise et d'autres avantages de celle-ci apparaîtront plus clairement à la lecture de la description de plusieurs modes de réalisation de l'invention qui va suivre, donnée uniquement à titre d'exemple non limitatif et faite en référence aux dessins annexés dans lesquels:  The invention will be better understood and other advantages thereof will appear more clearly on reading the description of several embodiments of the invention which will follow, given solely by way of nonlimiting example and made with reference. in the accompanying drawings in which:
- La figure 1 est une vue de dessus d'un élément de construction conforme à un mode de réalisation de l'invention, une face étant dépourvue de feuille pour visualiser l'intérieur,  FIG. 1 is a view from above of a construction element according to an embodiment of the invention, a face being devoid of a sheet for visualizing the interior,
- la figure 2 est une vue de l'élément de la figure 1 , en configuration de pré-assemblage, - la figure 3 iiiusire, en configuration de pré-assemblage, la réalisation d'une partie d'un bâtiment avec des éléments de la figure 1 , FIG. 2 is a view of the element of FIG. 1, in pre-assembly configuration, FIG. 3 illustrates, in a pre-assembly configuration, the embodiment of a part of a building with elements of FIG.
- la figure 4 est une vue schématique d'une paroi plane d'un bâtiment réalisée avec des éléments de la figure 1 , à une autre échelle, illustrant la configuration en nid d'abeilles de cette paroi, les feuilles de réarmement étant illustrées, en face avant, en pointillés pour plus de lisibilité.  FIG. 4 is a schematic view of a flat wall of a building made with elements of FIG. 1, on another scale, illustrating the honeycomb configuration of this wall, the rearming sheets being illustrated, front, dotted for more readability.
-la figure 5 est une vue en perspective, simplifiée, d'une paroi d'un bâtiment en cours de réalisation avec des éléments de la figure 1 ,  FIG. 5 is a simplified perspective view of a wall of a building in progress with elements of FIG. 1,
-les figures 6 et 7 illustrent, à la même échelle, des éléments conformes à deux autres modes de réalisation de l'invention,  FIGS. 6 and 7 illustrate, on the same scale, elements conforming to two other embodiments of the invention,
- les figures 8 et 9 représentent, à la môme échelle, des parties de paroi de bâtiments respectivement configurées en arc de cercle et en dôme, réalisées avec des éléments ayant respectivement deux ou quatre faces inclinées et conformes à deux autres modes de réalisation de l'invention,  FIGS. 8 and 9 represent, at the same scale, wall portions of buildings respectively configured in an arc and a dome, made with elements respectively having two or four inclined faces and in accordance with two other embodiments of the invention; 'invention,
- la figure 10 illustre, à une autre échelle et en configuration de pré-assemblage, la réalisation d'une partie d'un bâtiment de type poutre, à l'aide d'éléments de la figure 1 , selon un autre mode de réalisation de l'invention et  FIG. 10 illustrates, on another scale and in pre-assembly configuration, the embodiment of a part of a beam-type building, using elements of FIG. 1, according to another embodiment of the invention and
- la figure 1 1 est une vue en perspective, à une autre échelle, de deux poutres de la figure 10 assemblées à angle droit.  - Figure 1 1 is a perspective view, on another scale, of two beams of Figure 10 assembled at right angles.
La figure 1 illustre un élément de construction 1 conforme à un mode réalisation de l'invention. L'élément 1 est formé d'un corps principal 2, visible partiellement à la figure 1. Le corps 2 occupe le volume de réception défini par les parois constitutives des faces externes de chaque élément 1. Ainsi, chaque élément 1 a une forme géométrique correspondant à celle du corps 2 qu'il reçoit.  Figure 1 illustrates a construction element 1 according to one embodiment of the invention. The element 1 is formed of a main body 2, partially visible in Figure 1. The body 2 occupies the receiving volume defined by the constituent walls of the outer faces of each element 1. Thus, each element 1 has a geometric shape corresponding to that of the body 2 that it receives.
Le corps 2 est réalisé en un matériau isolant rigide. Ici, le terme isolant doit être compris comme relatif à, au moins, l'isolation thermique, étant entendu qu'un tel matériau peut également présenter des caractéristiques d'isolation phonique. Le matériau isolant est choisi par des matériaux d'origine végétale, minérale ou synthétique c'est-à-dire dérivé du pétrole. Il doit être rigide, insensible aux conditions environnementales, en particulier stable dimensionneilement dans une plage de températures s'étendant, typiquement entre -80°C et +80°C. H doit également présenter une résistance au cisaillement d'au moins 40 KPa et, préférentieilement voisine de 50 KPa. I! est généralement admis que, au moins pour un matériau rigide, il existe une relation entre sa masse volumique et son résistance mécanique : plus la masse volumique du matériau est élevée et plus sa résistance mécanique est élevée. Dans le cadre de l'invention, la masse volumique minimale est voisine de 10 Kg/m3, de préférence comprise entre 15 Kg/m3 et 25 Kg/m3, avantageusement voisine de 18Kg/m3. The body 2 is made of a rigid insulating material. Here, the term insulation should be understood as relating to, at least, thermal insulation, it being understood that such a material may also have sound insulation characteristics. The insulating material is chosen by materials of plant origin, mineral or synthetic that is to say derived from petroleum. It must be rigid, insensitive to environmental conditions, especially stable dimensionally in a range of temperatures ranging typically from -80 ° C to + 80 ° C. H must also have a shear strength of at least 40 KPa and preferably close to 50 KPa. I! It is generally accepted that, at least for a rigid material, there is a relationship between its density and its mechanical strength: the higher the density of the material and the higher its mechanical strength. In the context of the invention, the minimum density is close to 10 Kg / m 3, preferably between 15 Kg / m 3 and 25 Kg / m 3, advantageously close to 18 Kg / m 3.
Ainsi, dans le cadre de l'invention le matériau préféré pour former le corps 2, est, mais non exclusivement, le polystyrène expansé ou PSE. Ce matériau offre également l'avantage d'être aisé à produire en grande quantité, à un faible coût, d'être recyclable et facile à travailler. En d'autres termes, à partir d'un bloc de polystyrène, il est possible de réaliser toute forme géométrique. Le corps 2 définit non seulement la forme géométrique de l'élément 1 fini mais également, de manière globale, son encombrement et son poids. En effet chacune des différentes faces du corps 2 est recouverte, sur toute sa surface, par au moins une feuille en un matériau à base de bois.  Thus, in the context of the invention the preferred material for forming the body 2 is, but not exclusively, expanded polystyrene or EPS. This material also offers the advantage of being easy to produce in large quantities, at a low cost, to be recyclable and easy to work. In other words, from a block of polystyrene, it is possible to realize any geometric shape. The body 2 defines not only the geometric shape of the finished element 1 but also, overall, its size and weight. Indeed, each of the different faces of the body 2 is covered over its entire surface by at least one sheet of a material based on wood.
Une telle feuille doit être globalement étanche à l'eau et à la poussière, résistante au feu, assurer la protection du bloc de polystyrène contre tout effet de poinçonnement ou d'arrachage. En d'autres termes, une telle feuille doit présenter une résistance à la traction perpendiculaire à sa surface d'au moins 0,3 Newton/mm2. De plus, une telle feuille ne doit pas altérer les caractéristiques d'isolation, au moins d'isolation thermique, du corps principal, et donc ne pas créer de pont thermique. En conséquence une telle feuille est par exemple en contreplaqué, en médium ou, dans un mode réalisation préféré, en OSB (Oriented Strand Board) c'est-à-dire en une feuille formée de lamelles de bois agglomérées entre elles par une résine, avec une orientation par couches croisées.  Such a sheet must be substantially watertight and dustproof, fireproof, protect the block of polystyrene against any effect of punching or tearing. In other words, such a sheet must have a tensile strength perpendicular to its surface of at least 0.3 Newton / mm 2. In addition, such a sheet should not alter the insulation characteristics, at least thermal insulation, of the main body, and therefore do not create a thermal bridge. As a result, such a sheet is for example made of plywood, in the medium or, in a preferred embodiment, in OSB (Oriented Strand Board), that is to say in a sheet formed of strips of wood bonded together by a resin, with cross-layer orientation.
La figure 2 illustre des telles feuilles en configuration de pré-assemblage sur les faces du corps 2. Chaque feuille 3 à 8, ici d'OSB, a des dimensions complémentaires, en longueur et en largeur, à celles respectivement des faces 9 à 14 qui ies recevront. Les différentes feuiiies 3 à 8 ont ici ia même épaisseur. Celle-ci est au minimum de 5 mm pour assurer une certaine rigidité à ia feuille et généralement comprise entre 10 mm et 40 mm. Avantageusement, l'épaisseur préférée est de 10 mm. FIG. 2 illustrates such sheets in pre-assembly configuration on the faces of the body 2. Each sheet 3 to 8, here of OSB, has dimensions complementary in length and width to those respectively of the faces 9 to 14 who will receive them. The different sheets 3 to 8 here have the same thickness. This is at least 5 mm to ensure a certain rigidity to the sheet and generally between 10 mm and 40 mm. Advantageously, the preferred thickness is 10 mm.
Dans tous les cas, chaque feuille 3 à 8 recouvre, une fois en place sur le corps 2, la totalité de la face 9 à 14 sur laquelle elle est collée. Il est nécessaire qu'aucune partie du corps 2 ne soit visible sur un élément 1 fini. Pour assurer une fixation pérenne entre les feuilles 3 à 8 et le corps 2, avec un contact régulier entre la feuille 3 à 8 et la face 9 à 14, cela sur toute la superficie de la zone de contact, donc de la face 9 à 14, on utilise une colle. Il s'agit d'une colle choisie parmi des colles structurales à base de Polyuréthane, époxy, vinyle ou autres pour autant qu'une telle colle offre une résistance aux chocs, donc au cisaillement d'au moins 10 MPa et, en l'espèce, voisin de 16MPa.  In all cases, each sheet 3 to 8 covers, once in place on the body 2, the entire face 9 to 14 on which it is bonded. It is necessary that no part of the body 2 is visible on a finished element 1. To ensure a permanent fixation between the sheets 3 to 8 and the body 2, with regular contact between the sheet 3 to 8 and the face 9 to 14, this over the entire surface of the contact zone, so from the face 9 to 14, an adhesive is used. It is a glue chosen from structural glues based on polyurethane, epoxy, vinyl or others as long as such a glue offers impact resistance, thus shear strength of at least 10 MPa and, in this case, species, close to 16MPa.
On obtient donc un élément de construction 1 qui est de type composite sandwich. On associe, dans un tel type d'élément, avec un effet de synergie des matériaux qui, individuellement présentent des faiblesses structurelles. Ainsi, les feuilles 3 à 8 sont particulièrement résistantes à la flexion, à l'arrachement et à la compression alors que le corps 2 est remarquablement résistant au cisaillement. L'élément 1 associe, avec un effet synergétique ces différentes caractéristiques.  We thus obtain a construction element 1 which is sandwich composite type. In such a type of element, a synergistic effect is associated with materials that individually have structural weaknesses. Thus, the sheets 3 to 8 are particularly resistant to bending, tearing and compression while the body 2 is remarkably resistant to shearing. Element 1 combines, with a synergetic effect, these different characteristics.
On obtient ainsi des éléments 1 qui présentent des caractéristiques d'isolation et de résistances mécaniques élevées, cela pour des éléments 1 qui, de manière préférée dans le cas de polyèdre régulier rectangle, comme illustré aux figures 1 à 3 font 2,50 m de long pour une section de 0,40 m par 0,40 m. De telles dimensions permettent le montage de parois ou de partie d'ouvrage d'art ou de bâtiments de façon rapide, avec peu d'éléments tout en offrant des caractéristiques mécaniques et d'isolation optimales.  Elements 1 which have high insulation and mechanical strength characteristics are thus obtained, for elements 1 which, preferably in the case of rectangle regular polyhedra, as illustrated in FIGS. 1 to 3, are 2.50 m in length. long for a section of 0.40 m by 0.40 m. Such dimensions allow the installation of walls or part of a structure or buildings quickly, with few elements while offering optimal mechanical and insulation characteristics.
La figure 3 illustre l'assemblage de plusieurs éléments 1 ensemble. Une telle configuration se présente, par exemple, pour monter des parois de fortes épaisseurs, des éléments de construction de type poutre ou pylônes. A la figure 3, douze éléments 1 identiques sont réunis, par collage, en deux rangées de trois paires d'éléments 1. Ainsi, chaque élément 1 est collé à trois autres éléments 1 voisins. Pour cela, les faces visibles des feuilles 3 à 8 de chaque élément sont collées aux faces visibles 3 à 8 des autres éléments voisins. Par faces visibles, on désigne les faces des feuilles 3 à 8 qui ne sont pas collées sur le corps 2. Figure 3 illustrates the assembly of several elements 1 together. Such a configuration is, for example, for mounting walls of high thickness, structural elements of beam type or pylons. In FIG. 3, twelve identical elements 1 are united, by gluing, in two rows of three pairs of elements 1. Thus, each element 1 is glued to three other elements 1 neighbors. For this, the visible faces of the sheets 3 to 8 of each element are glued to the visible faces 3 to 8 of the other neighboring elements. Visible faces denote the faces of the sheets 3 to 8 which are not bonded to the body 2.
Deux feuilles 15, 16 similaires aux feuilles 3 à 8, en ce qui concerne le matériau constitutif, sont représentées en position de pré-assemblage. Ces feuilles 15, 16 sont dites de réarmement. On conçoit que ces feuilles ont des dimensions adaptées pour recouvrir, au moins en partie, les douze éléments 1 ainsi assemblés. Ici, pour plus de lisibilité, seules deux feuilles sont illustrées, étant entendu que, dans certains modes de réalisation, seules certaines des faces des éléments réunis sont recouvertes par une feuille en un matériau à base de bois. Dans d'autres modes de réalisation, toutes les faces visibles des éléments assemblés sont recouvertes par des feuilles similaires aux feuilles 15, 16. Dans ce cas, il faut prévoir six feuilles pour recouvrir toutes les faces visibles des douze éléments 1 assemblés, y compris les faces d'extrémités. En variante, les feuilles utilisées sont de nature différente.  Two sheets 15, 16 similar to the sheets 3 to 8, as regards the constituent material, are shown in the pre-assembly position. These sheets 15, 16 are called reset. It is understood that these sheets have dimensions adapted to cover, at least in part, the twelve elements 1 thus assembled. Here, for greater clarity, only two sheets are illustrated, it being understood that, in some embodiments, only some of the faces of the joined elements are covered by a sheet made of a wood-based material. In other embodiments, all the visible faces of the assembled elements are covered by sheets similar to the sheets 15, 16. In this case, six sheets must be provided to cover all the visible faces of the twelve assembled elements 1, including the end faces. In a variant, the sheets used are of a different nature.
La présence de feuilles 15, 16 supplémentaires dans un matériau à base de bois, ici le même que celui composant les feuilles 3 à 8, donc en OSB, collées sur les éléments 1 assemblés assurent un réarmement de l'ensemble des éléments 1. De cette manière, on effectue un second recouvrement des corps principaux des éléments, toujours par collage, qui renforce la résistance mécanique des éléments assemblés.  The presence of additional sheets 15, 16 in a wood-based material, here the same as that comprising the sheets 3 to 8, and therefore in OSB, bonded to the assembled elements 1 ensure rearming of all the elements 1. From in this way, a second overlap of the main bodies of the elements, always by gluing, which reinforces the mechanical strength of the assembled elements.
La présence, de facto, d'une double épaisseur sur au moins certaines des faces des éléments assemblés pour former une partie d'un bâtiment participent à l'optimisation des caractéristiques d'isolation des parties de bâtiment ainsi réalisées. Par ailleurs, le collage de ces deux feuilles 3 à 8 et 15, 16 induit un effet de laminage, à savoir une synergie qui induit une résistance mécanique de l'ensemble des deux feuilles supérieure à la somme des résistances mécaniques unitaires des deux feuilles. Dans tous les cas, pour préserver la synergie évoquée et les caractéristiques d'isolation, les feuilles de réarmement 15, 16 sont collées et aboutées de sorte que ies joints de liaison entre les feuilles 15, 16 ne sont jamais alignés avec les joints de liaison entre deux éléments 1 assemblés. The de facto presence of a double thickness on at least some of the faces of the elements assembled to form a part of a building contribute to the optimization of the insulation characteristics of the building parts thus produced. Furthermore, the bonding of these two sheets 3 to 8 and 15, 16 induces a rolling effect, namely a synergy that induces a mechanical strength of the set of two sheets greater than the sum of the unitary mechanical strengths of the two sheets. In any case, in order to preserve the evoked synergy and the insulation characteristics, the rearming sheets 15, 16 are glued and abutted so that the connecting joints between the sheets 15, 16 are never aligned with the connection joints between two assembled elements 1.
La figure 4 illustre un assemblage de seize éléments 1 pour réaliser une paroi P dont la largeur correspond sensiblement à celle, unitaire, des éléments 1. Les plans de joints entre les éléments 1 , donc les zones de collage, sont représentés en gras, pour plus de lisibilité. On conçoit que, lorsque plusieurs feuilles de réarmement 15, 16 sont aboutées et collées sur chaque face 17, 18 de la paroi P afin de couvrir complètement les faces 17, 18. On obtient une paroi P dont la structure interne est formée de plusieurs blocs pleins, ici les éléments 1 collés ensemble, définissant, de facto une structure en nids d'abeilles dont les alvéoles sont pleines, les parois externes de la structure étant formées par les feuilles de réarmement 15, 16.  FIG. 4 illustrates an assembly of sixteen elements 1 for producing a wall P whose width corresponds substantially to that, unitary, of the elements 1. The planes of joints between the elements 1, therefore the bonding zones, are represented in bold, for more readability. It can be seen that when several rearming sheets 15, 16 are abutted and glued to each face 17, 18 of the wall P in order to completely cover the faces 17, 18, a wall P is obtained whose internal structure is formed of several blocks. solid, here the elements 1 bonded together, de facto defining a honeycomb structure whose cells are solid, the outer walls of the structure being formed by the rearming sheets 15, 16.
On conçoit que, en variante, ces feuilles peuvent elles-mêmes être couvertes avec un autre matériau, par exemple des tuiles, un revêtement de type enduit, peinture ou une plaque de bardage en fibrociment ou métallique. La figure 5 illustre, de façon simplifiée, une portion de mur M qui comprend des éléments 1 empilés et collés ensemble. Une feuille de réarmement 20 est collée sur la face 19 du mur M destinée à être orientée vers l'extérieur du bâtiment fini. Sur cette feuille 20, une plaque d'un revêtement extérieur 21 est collée, afin de protéger la feuille 20 des agressions extérieurs tout en participant aux propriétés mécaniques du mur M et à son esthétique. Avantageusement la plaque 21 est collée en décalé par rapport à la feuille 20 afin que les joints de liaison respectifs entre les plaques 21 aboutées et les feuilles 20 aboutées ne soient pas alignés. On note que le premier élément 1 , situé en partie basse du mur M, repose sur une dalle flottante 22. Entre cette dalle 22 et le sol, une barrière d'étanchéité, non illustrée, est prévue pour éviter toute remontée d'humidité.  It is conceivable that, alternatively, these sheets may themselves be covered with another material, for example tiles, a coated type coating, paint or a cladding sheet fiber cement or metal. Figure 5 illustrates, in a simplified manner, a wall portion M which comprises elements 1 stacked and glued together. A reset sheet 20 is glued on the face 19 of the wall M intended to be oriented towards the outside of the finished building. On this sheet 20, a plate of an outer coating 21 is glued, to protect the sheet 20 external aggression while participating in the mechanical properties of the wall M and its aesthetics. Advantageously, the plate 21 is bonded offset from the sheet 20 so that the respective bonding joints between the abutting plates 21 and the abutting sheets 20 are not aligned. It is noted that the first element 1, located at the bottom of the wall M, rests on a floating slab 22. Between this slab 22 and the ground, a sealing barrier, not shown, is provided to prevent any rise in moisture.
On note qu'un mur M, et plus généralement un bâtiment, ainsi réalisé, présente un mode de construction alliant, avec un effet de synergie, les avantages d'une paroi en laminé par collage de panneaux à base de bois avec ceux d'une structure de murs en nids d'abeilles pleins. En effet, une paroi réalisée par laminage présente une résistance mécanique élevée. Une paroi comportant une structure en nids d'abeiiies a une résistance importante à ia flexion et aux déformations. Ainsi, avec ia mise en œuvre des éléments 1 seion ie procédé de i'invention, on obtient, outre ies effets précédemment indiqués, un effet sandwich au niveau de chaque élément 1. Ce dernier a une résistance mécanique supérieure à la somme des résistances unitaires du corps 2 et des feuilles 3 à 8. Ainsi, une partie d'un bâtiment, un bâtiment ou un ouvrage d'art réalisé selon l'invention réunit l'ensemble des avantages évoqués. It is noted that a wall M, and more generally a building, thus produced, has a mode of construction combining, with a synergistic effect, the advantages of a laminated wall by bonding wood-based panels with those of a structure of solid honeycomb walls. Indeed, a wall made by rolling has a high mechanical strength. A wall having a structure honeycomb has significant resistance to bending and deformation. Thus, with the implementation of the elements 1 seion the method of 1'invention, one obtains, in addition to the previously indicated effects, a sandwich effect at each element 1. The latter has a mechanical strength greater than the sum of the unit resistances of the body 2 and sheets 3 to 8. Thus, a part of a building, a building or a work of art made according to the invention combines all the advantages mentioned.
Par ailleurs, outre l'absence de tout pont thermique dans la construction, le conlrevenlement est réalisé, selon trois axes. En effet, comme cela ressort des figures 3 et 4 une partie d'une paroi, ou plus généralement une partie de la construction, est formée par plusieurs éléments reliés, chacun à au moins deux et avantageusement trois autre éléments. De cette manière, chaque élément forme un contreventement pour les éléments auxquels il est relié. L'ensemble est par ailleurs réarmé par une feuille 15, 16, 20. Un tel procédé de construction permet de répartir les charges, non plus sur des piliers montants et certains murs dits porteurs mais sur l'ensemble du pourtour du bâtiment. De cette manière on réalise un bâtiment ou un ouvrage d'art répondant aux exigences en matière parasismique, cela tout en autorisant la réalisation de bâtiments à étages ou d'ouvrages d'art en hauteur.  Furthermore, in addition to the absence of any thermal bridge in the construction, conlrevenlement is achieved, along three axes. Indeed, as is apparent from Figures 3 and 4 a part of a wall, or more generally a part of the construction, is formed by several connected elements, each at least two and preferably three other elements. In this way, each element forms a bracing for the elements to which it is connected. The assembly is also rearmed by a sheet 15, 16, 20. Such a construction method allows to distribute the loads, no longer on pillars upright and some so-called bearing walls but on the entire periphery of the building. In this way, a building or a structure of art meets the requirements in earthquake-proofing, while allowing the construction of multi-storey buildings or high engineering structures.
Les figures suivantes illustrent d'autres modes de réalisation de l'invention et de sa mise en œuvre. La figure 6 illustre un élément 100, globalement en forme de polyèdre rectangle comme l'élément 1 mais dans lequel des gouttières 23, 24 ont été ménagées afin de permettre le passage de conduites et gaines techniques. Ces gouttières 23, 24 sont réalisées dans le corps principal de l'élément 100, donc dans le PSE puis, de façon analogue à l'élément 1 , sont recouvertes par des feuilles d'OSB.  The following figures illustrate other embodiments of the invention and its implementation. FIG. 6 illustrates an element 100, globally in the shape of a rectangle polyhedron such as element 1, but in which gutters 23, 24 have been made in order to allow the passage of ducts and technical ducts. These channels 23, 24 are made in the main body of the element 100, so in the EPS and then, similarly to the element 1, are covered with OSB sheets.
La figure 7 représente un élément 200 en forme de polyèdre rectangle cintré. FIG. 7 represents an element 200 in the form of a curved rectangle polyhedron.
Une telle forme d'éléments 200 permet de réaliser des parties de parois courbes, par exemple, un mur courbe ou un balcon. Such a form of elements 200 makes it possible to produce curved wall parts, for example a curved wall or a balcony.
On conçoit que les exemples des figures 6 et 7 ne sont pas limitatifs, de nombreuses formes géométriques étant réalisables grâce à la facilité d'usinage des matériaux constitutifs des éléments. La figure 8 i!iustre une partie de paroi S formée de piusieurs éiéments 300 ayant deux faces non parallèles, les autres faces étant parallèles. Dans ce cas la forme des éléments 300 est tronconique, ce qui permet, comme cela ressort de la figure 8, de réaliser des parois constitutives de tours ou de silo, ou plus généralement de parois en arc de cercle ou de voute, selon la position finale occupée dans l'ouvrage par les éléments 300 assemblés. It is understood that the examples of Figures 6 and 7 are not limiting, many geometric shapes being achievable through the ease of machining of the constituent materials of the elements. Figure 8 illustrates a wall portion S formed of several elements 300 having two non-parallel faces, the other faces being parallel. In this case the shape of the elements 300 is frustoconical, which makes it possible, as is apparent from FIG. 8, to produce walls constituting towers or silos, or more generally walls in an arc or a vault, depending on the position final occupied in the work by the elements 300 assembled.
La figure 9 illustre une partie de paroi D constitutive d'un dôme, ici, les éléments 400 ont quatre faces non parallèles. En d'autres termes, ils sont configurés globalement en coin. Bien entendu, que ce soit à la figure 8 ou 9, les éléments 300 et 400 sont formés d'un corps principal en PSE recouvert sur toutes ses faces par une feuille en OSB. Les éléments 300, 400 sont collés ensemble avant d'être couverts par au moins une feuille de réarmement.  Figure 9 illustrates a wall portion D constituting a dome, here, the elements 400 have four non-parallel faces. In other words, they are configured globally at the corner. Of course, whether in Figure 8 or 9, the elements 300 and 400 are formed of a main body EPS covered on all sides by an OSB sheet. The elements 300, 400 are glued together before being covered by at least one reset sheet.
La figure 10 illustre la réalisation d'un organe porteur O, tel une poutre avec des éléments 1. Trente-huit éléments 1 forment ici la poutre O, cette dernière étant en forme de polyèdre rectangle à section carrée. Les trente-huit éléments 1 sont répartis en trois rangées empilées. Des feuilles d'OSB rectangulaires 25 à 28B viennent assurer le réarmement, et définir les quatre faces de l'organe O. La rangée centrale R est dépourvue d'élément 1 en partie centrale, ménageant ainsi un passage pour une conduite ou une gaine technique. En d'autres termes, la rangée R comprend ici huit éléments, les deux rangées situées au-dessus et au-dessous de la rangée R comprenant quant à elles quinze éléments chacune. Chaque rangée est séparée de la rangée voisine, donc située au-dessous et/ou au-dessus, par une feuille de réarmement interne 28A, 28B. On réalise ainsi un réarmement interne et externe de la poutre O par les feuilles 25 à 28B, ce qui participe à la réalisation d'une structure en nids d'abeilles.. En variante, il y a aussi quinze éléments 1 pour former la rangée R, la poutre O étant alors pleine.  FIG. 10 illustrates the production of a carrier member O, such as a beam with elements 1. Thirty-eight elements 1 form here the beam O, the latter being in the form of a rectangular section polyhedron. The thirty-eight elements 1 are divided into three stacked rows. Rectangular OSB sheets 25 to 28B provide reset, and define the four faces of the member O. The central row R is devoid of element 1 in the central part, thus providing a passage for a pipe or a technical sheath . In other words, the row R here comprises eight elements, the two rows above and below the row R comprising in turn fifteen elements each. Each row is separated from the adjacent row, thus located below and / or above, by an internal rearming sheet 28A, 28B. An internal and external rearmament of the beam O is thus achieved by the sheets 25 to 28B, which contributes to the production of a honeycomb structure. In a variant, there are also fifteen elements 1 to form the row. R, the beam O being then full.
On conçoit que le passage central réalisé dans la rangée R se poursuit sur toute la longueur de la poutre O entre les deux extrémités. Bien entendu, en variante, le nombre d'éléments par rangée est différent Un tel organe peut être utilisé comme pylône, poteau porteur ou linteau dans différents types de bâtiments et d'ouvrages. La figure 1 1 représente un autre mode de réaiisation de deux organes T, similaires à l'organe O de la figure 10 dans leur mode individuel de réalisation, ici, deux organes T sont pourvus, en plus du passage axial selon la longueur de chaque organe T, comme dans l'organe O, d'un passage transversal, sensiblement à mi- longueur de chaque organe T. Une telle configuration permet d'associer ensemble deux organes T à angle droit, de sorte à préserver les débouchés d'extrémités aux passages centraux des deux organes lorsque ceux-ci sont collés ensemble à angle droit. It is conceivable that the central passage made in the row R continues along the entire length of the beam O between the two ends. Of course, alternatively, the number of elements per row is different Such a member can be used as a pylon, carrier pole or lintel in different types of buildings and structures. FIG. 11 represents another embodiment of two members T, similar to the member O of FIG. 10 in their individual embodiment, here two members T are provided, in addition to the axial passage according to the length of each member T, as in the member O, of a transverse passage, substantially at half length of each member T. Such a configuration makes it possible to associate together two members T at right angles, so as to preserve the outlets of ends at the central passages of the two organs when they are glued together at right angles.
Dans d'autres modes de réalisation non illustrés, les organes porteurs sont en forme de H, de tubes ou autres.  In other non-illustrated embodiments, the carrier members are H-shaped, tubes, or the like.
Pour la réalisation d'un bâtiment, à étages ou non, on définit au préalable, par calepinage, la forme et le nombre d'éléments nécessaires à la construction. Les éléments sont assemblés en usine, acheminés sur site et montés sur place, par collage pour former d'abord des parties de bâtiment qui, reliées entre elles, constituent le bâtiment. Il faut noter que, avec des éléments conformes à l'invention, les charpentes, toitures, terrasses et planchers sont formé par les seuls éléments assemblés. De même, un tel bâtiment est dépourvu de linteau. Ces derniers ne sont plus nécessaires, les ouvertures étant délimitées par l'absence d'éléments dans certaines zones des parois.  For the construction of a building, with or without floors, the shape and the number of elements necessary for the construction are defined beforehand by layout. The elements are assembled at the factory, routed on site and assembled on site, by gluing to form first parts of building which, connected together, constitute the building. It should be noted that, with elements according to the invention, the frames, roofs, terraces and floors are formed by the only assembled elements. Similarly, such a building is devoid of lintel. The latter are no longer necessary, the openings being delimited by the absence of elements in certain areas of the walls.
Afin de faciliter le repérage et donc l'assemblage des éléments, ceux-ci sont pourvus d'un marquage permettant leurs identifications. Avantageusement, il s'agit d'un code barre. En variante, on peut utiliser d'autres moyens de marquage, associés ou non au code barre, par exemple un code couleur. Dans la mesure où le corps principal de chaque élément, pris séparément, a une résistance élevée au cisaillement et qu'entre chaque corps principal on a une zone rigide formée par le collage d'au moins deux feuilles en un matériau à résistance élevée à la traction, on obtient une paroi, verticale ou non, ou une partie du bâtiment ou de l'ouvrage d'art, qui se comporte comme une structure en nids d'abeilles avec des alvéoles pleines. De facto, le bâtiment ou l'ouvrage d'art dans son ensemble se comporte également comme une structure en nids d'abeilles. On obtient ainsi un comportement homogène de l'ensemble du bâtiment. En particulier, les phénomènes de diiatation se font sur l'ensemble du bâtiment ou de l'ouvrage d'art, et non pas individuellement sur telle ou telle partie du bâtiment. En d'autres termes, dans le cas d'un bâtiment à étages, chaque étage est lui-même structurel. Un tel comportement du bâtiment permet à celui-ci de former une construction parasismique. In order to facilitate the identification and thus the assembly of the elements, they are provided with a marking allowing their identification. Advantageously, it is a bar code. Alternatively, other marking means may be used, associated or not with the bar code, for example a color code. Insofar as the main body of each element, taken separately, has a high shear strength and between each main body there is a rigid zone formed by the bonding of at least two sheets of high strength material to the traction, we obtain a wall, vertical or not, or part of the building or structure, which behaves like a honeycomb structure with solid cells. De facto, the building or the structure as a whole also behaves like a honeycomb structure. This gives a homogeneous behavior of the whole building. In particular, the phenomena of diiatation are made on the whole building or the work of art, and not individually on this or that part of the building. In other words, in the case of a multi-storey building, each floor is itself structural. Such behavior of the building allows it to form a seismic construction.
En variante, il est possible de livrer séparément le corps principal et les feuilles qui le recouvrent, le collage de ces composants pour faire un élément étant réalisé in situ. Dans un autre mode de réalisation, les feuilles sont préassemblées, par exemple en forme de boites pliées. Elles sont expédiées, avec un encombrement minimal sous cette forme, par exemple par container. Sur site, ou à proximité de ce dernier, le corps principal est façonné, introduit dans le volume défini entre les feuilles en configuration dépliée et collé. Une telle solution permet d'acheminer sur site les éléments avec un minimum de contraintes de transport. Le corps principal en PSE est réalisé sur place, par exemple à partir de polystyrène recyclé. Une telle solution est particulièrement intéressante pour la réalisation de bâtiments ou d'ouvrage d'art dans des zones difficiles d'accès et/ou aux infrastructures industrielles limitées.  Alternatively, it is possible to deliver separately the main body and the sheets that cover it, the bonding of these components to make an element being made in situ. In another embodiment, the sheets are preassembled, for example in the form of folded boxes. They are shipped with a minimum footprint in this form, for example by container. On site, or near the latter, the main body is shaped, introduced into the volume defined between the sheets in unfolded and glued configuration. Such a solution makes it possible to transport on site the elements with a minimum of transport constraints. The main body in EPS is made on site, for example from recycled polystyrene. Such a solution is particularly interesting for the construction of buildings or engineering structures in hard-to-reach areas and / or limited industrial infrastructures.

Claims

REVENDICATIONS
1. - Procédé d'assemblage d'un ensemble d'éléments de construction (1 ;100 ; 200 ; 300 ; 400) dont Ses parois externes (3 à 8) de chaque élément (1 ;100 ; 200 ; 300 ; 400) définissent un volume de réception d'un corps principal (2), en forme de polyèdre, occupant l'ensemble dudit volume de réception et dont au moins deux faces (9 à 14) sont parallèles, le corps principal (2) étant réalisé en un matériau isolant rigide formé par du polystyrène expansé ou PSE d'une densité d'au moins 1ûkg/m3 et chacune des faces (9 à 14) du corps principal (2) étant totalement couverte par au moins une feuille (3 à 8,15, 16 ; 20 ; 25 à 28B) réalisée en un matériau à base de bois, chaque feuille (3 à 8) étant collée sur ladite face (9 à 14) du corps principal (2) qui la reçoit, caractérisé en ce qu'il comprend au moins les étapes suivantes : 1. - A method of assembling a set of building elements (1; 100; 200; 300; 400) whose outer walls (3 to 8) of each element (1; 100; 200; 300; 400); define a reception volume of a main body (2), in the form of a polyhedron, occupying the whole of said reception volume and of which at least two faces (9 to 14) are parallel, the main body (2) being made of a rigid insulating material formed by expanded polystyrene or EPS having a density of at least 10 kg / m 3 and each of the faces (9 to 14) of the main body (2) being completely covered by at least one sheet (3 to 8, 15, 16; 20; 25 to 28B) made of a wood-based material, each sheet (3 to 8) being adhered to said face (9 to 14) of the main body (2) which receives it, characterized in that it includes at least the following steps:
-a) assembler par collage deux faces externes (3 à 8) complémentaires de deux éléments de construction (1 ; 100 ; 200 ; 300 ; 400),  -a) bonding two complementary external faces (3 to 8) of two construction elements (1; 100; 200; 300; 400);
-b) poursuivre l'assemblage réalisé à l'étape a) par collage d'autres faces (3 à b) continue the assembly carried out in step a) by gluing other faces (3 to
8) desdits éléments (1 ; 100 ; 200 ; 300 ; 400) avec des faces externes (3 à 8) complémentaires d'autres éléments de construction (1 ; 100 ; 200 ; 300 ; 400) jusqu'à obtention d'une partie (P ; M, S, D, O, T) d'un bâtiment ou d'un ouvrage d'art prédéfinie, 8) of said elements (1; 100; 200; 300; 400) with external faces (3 to 8) complementary to other construction elements (1; 100; 200; 300; 400) until a part is obtained; (P, M, S, D, O, T) of a predefined building or structure,
-c) coller des feuilles (15, 16 ; 20 ; 25 à 28B), dites de réarmement, réalisées en un matériau à base de bois, sur au moins une partie des faces (3 à 8 ; 17, 18 ; 19) coplanaires des éléments (1 ; 100 ; 200 ; 300 ; 400) assemblés aux étapes précédentes,  c) resurfacing sheets (15, 16; 20; 25 to 28B) made of a wood-based material on at least a portion of the co-planar faces (3 to 8; 17, 18; 19); elements (1; 100; 200; 300; 400) assembled in the preceding steps;
-d) répéter les étapes a) à c) jusqu'à obtention de la partie (P, M, S, D, O, T) du bâtiment ou de l'ouvrage d'art prédéfinie.  -d) repeat steps a) to c) until you obtain the part (P, M, S, D, O, T) of the building or the predefined structure.
2. - Procédé selon la revendication 1 , caractérisé en ce qu'après l'étape d), lors d'une étape supplémentaire e), on colle une feuille (21) d'un revêtement de protection et/ou de décoration sur au moins une des faces (20) de la partie (M) du bâtiment ou de l'ouvrage d'art réalisée.  2. - Method according to claim 1, characterized in that after step d), during an additional step e), a sheet (21) is glued with a protective and / or decorative coating on the at least one of the faces (20) of the portion (M) of the building or structure constructed.
3.- Procédé selon la revendication 1 , caractérisé en ce que, lors de l'étape c), les feuiiies de réarmement (15, 16 ; 20 ; 25 à 28B) sont coiiées sur les faces (3 à 8 ; 17, 18 ; 19) copianaires des éléments (1 ; 100 ; 200 ; 300 ; 400) assemblés de sorte que les joints de liaison entre deux éiéments (1 ; 100 ; 200 ; 300 ; 400) assemblés ne sont jamais aiignés avec les joints de liaison de deux feuilles de réarmement (15, 16 ; 20 ; 25 à 28) aboutées. 3. A process according to claim 1, characterized in that, in step c), the rearming sheets (15, 16; 20; 25 to 28B) are jointed on the copial faces (3 to 8; 17; 18; 19) of the elements (1; 100; 200; 300; 400) assembled so that the joints The connection between two assembled elements (1; 100; 200; 300; 400) is never aligned with the connecting joints of two abutting resurfacing sheets (15,16; 20; 25-28).
4. - Procédé seion la revendication 1 , caractérisé en ce que chaque feuille (3 à 8, 15, 16 ; 20 ; 25 à 28B) à base de bois est une feuille, d'au moins 5 mm d'épaisseur, de lamelles de bois dite OSB (Oriented Strand Board) ou de contreplaqué.  4. - Process according to claim 1, characterized in that each sheet (3 to 8, 15, 16; 20; 25 to 28B) based on wood is a sheet, at least 5 mm thick, of lamellae OSB (Oriented Strand Board) or plywood.
5. - Procédé seion la revendication 1 , caractérisé en ce qu'au moins une gouttière (23, 24) est ménagée dans le corps principal d'au moins un élément (100), la gouttière définissant un passage pour des conduits et des gaines techniques.  5. - Method according to claim 1, characterized in that at least one gutter (23, 24) is formed in the main body of at least one element (100), the gutter defining a passage for ducts and ducts techniques.
6. - Bâtiment ou ouvrage d'art dont au moins une partie (P ; M ; S ; D ; O ; T) est réalisée avec au moins trois éléments de construction (1 ;100 ; 200 ; 300 ; 400) assemblés selon le procédé d'assemblage conforme à une des revendications 1 à 5, caractérisé en ce que lesdits éléments (1 ; 100 ; 200 ; 300 ; 400) sont assemblés de sorte à définir une structure en nid d'abeilles aux alvéoles pleines (1 ; 100 ; 200 ; 300 ; 400), les parois extérieures de la structure en nids d'abeilles étant définies par les feuilles de réarmement (15, 16 ; 20 ; 25 à 28B).  6. - Building or structure of which at least a part (P; M; S; D; O; T) is made with at least three building elements (1; 100; 200; 300; 400) assembled according to the assembly method according to one of claims 1 to 5, characterized in that said elements (1; 100; 200; 300; 400) are assembled so as to define a honeycomb structure with solid cells (1; 100 200, 300, 400), the outer walls of the honeycomb structure being defined by the resetting sheets (15, 16; 20; 25 to 28B).
EP17768837.1A 2016-09-06 2017-08-28 Method for assembling building elements and building thus produced Active EP3510211B1 (en)

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PCT/FR2017/052285 WO2018046819A1 (en) 2016-09-06 2017-08-28 Method for assembling building elements and building thus produced

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FR3055638A1 (en) 2018-03-09
US20190203468A1 (en) 2019-07-04

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