EP3323951B1 - Modular structural panel and assembly comprising such panels for constructing a building - Google Patents

Modular structural panel and assembly comprising such panels for constructing a building Download PDF

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Publication number
EP3323951B1
EP3323951B1 EP17198534.4A EP17198534A EP3323951B1 EP 3323951 B1 EP3323951 B1 EP 3323951B1 EP 17198534 A EP17198534 A EP 17198534A EP 3323951 B1 EP3323951 B1 EP 3323951B1
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EP
European Patent Office
Prior art keywords
panel
panels
facade
structural panel
spacers
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.)
Not-in-force
Application number
EP17198534.4A
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German (de)
French (fr)
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EP3323951A1 (en
Inventor
Hervé BERTRAND
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Individual
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Individual
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Publication of EP3323951A1 publication Critical patent/EP3323951A1/en
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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
    • 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
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/388—Separate connecting elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/12—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/296—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and non-metallic or unspecified sheet-material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/36—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
    • E04B1/6137—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface the connection made by formlocking
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
    • 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
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/2628—Interlocking connectors, e.g. with hooks or dovetails, added to the elongated wooden members
    • E04B2001/2632—Interlocking connectors, e.g. with hooks or dovetails, added to the elongated wooden members with dovetail-type connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/2652—Details of nailing, screwing, or bolting
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2002/3488—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by frame like structures

Definitions

  • the invention relates to a modular structural panel intended to constitute, with the same modular structural panels and complementary panels, to form the end or corner parts, the outer walls of a building or the internal partitions of a building. building.
  • Structural building panels which have facade panels and horizontal cross members connecting the facade panels between them, which can be nested in each other in order to construct, for example, a wall.
  • the horizontal crosspieces project from the lateral edges of the facade panels at one of their ends and are of such a dimension that the ends projecting from the lateral edges can fit into the other ends.
  • horizontal cross members of the next structural panel to form the wall In order to achieve the casing, the horizontal crosspieces project from the lateral edges of the facade panels at one of their ends and are of such a dimension that the ends projecting from the lateral edges can fit into the other ends.
  • These panels may have problems of compressive strength, especially when they have to withstand the high weight of an element of the construction, for example the roof.
  • FR 492 508 A describes a modular structural panel intended to form part of an inner or outer wall of a building, said structural panel comprising two facade panels parallel to each other, the two front panels being connected by at least one first spacer extending according to a first direction of the structural panel and a set of second spacers extending in a second direction, perpendicular to the first direction.
  • the invention relates to a modular structural panel intended to be part of an inner or outer wall of a building, said structural panel comprising two facade panels parallel to each other, the two facade panels being connected by at least one first spacer extending in a first direction of the structural panel and by a set of second spacers extending in a second direction, perpendicular to the first direction, characterized in that said second spacers project from an edge of said structural panel; a distance D and said at least one first spacer extends back from the opposite edge of said structural panel by a distance D 'at least equal to the distance D, to allow the interlocking of the protruding parts in the intermediate space between this first spacer and its adjacent edge of an adjacent panel in the building.
  • the modular structural panel according to the present invention may comprise a single first spacer, which forms a vertical upright of said structural panel in mounting position and is located at a distance D from the nearest edge of said structural panel, the set of second spacers being horizontal crosspieces abutting against the vertical post in the mounting position.
  • the spacers can be assembled to the two facade panels by co-operating ribs / grooves formed in the opposite edges of said spacers with grooves / ribs formed in the internal faces facing the two facade panels, in particular by co-operating ribs formed in the opposite songs said spacers with grooves formed in the internal faces facing the two facade panels.
  • the assembly of the spacers and the two facade panels may be a tenon / mortise type assembly, in particular a dovetail assembly.
  • the spacers may be solid elements
  • the second spacers may be constituted by two lateral bands whose outer longitudinal faces are adapted to be fixed against the inner faces facing the facade elements.
  • the spacers may each be constituted by two lateral rods whose outer longitudinal faces are able to be fixed against the internal faces facing the facade elements and which can be joined by at least one connecting element. perpendicular to said rods and advantageously adjustable in length to allow adjusting the spacing of the two facade panels.
  • the connecting elements may be inverted screw screws allowing, in the same movement, to separate or bring closer the two facade panels.
  • each first spacer may be intended to constitute a vertical upright of the panel in the mounting position
  • the second spacers each constitute a horizontal crossbar in the mounting position
  • each crossbeam being constituted by two lateral rods whose outer longitudinal faces are intended to be applied and fixed against the inner faces facing the facade elements and which comprise, along their inner longitudinal faces, indentations allowing the installation of cleats type elements.
  • the facade panels may present along their edges recesses allowing a rabbet-type interlocking said panel with a neighboring panel in the building having a rebate of complementary shape.
  • the facade panels may be constituted by a succession of at least two battens, in particular interlocking with one another by a rabbet type interlocking.
  • a facade panel intended to be placed outdoors in the mounting position may have an extension directed downwards in the mounting position.
  • the modular structural panel according to the present invention can enclose an insulating material in at least one inner region thereof between the struts.
  • the facade panels may be of wood, the wood grain being advantageously arranged to stand vertically in the mounting position of the vertical facade panels.
  • the insulating material enclosed in the modular panels between the spacers may be advantageously, for example, wood chips, foam expansive cellulose wadding, glass wool or rock wool.
  • FIG. 1 a structural panel 1 according to a first embodiment of the present invention has been shown.
  • the panel 1 is intended to form part of an exterior wall of a building or to form part of an interior wall or an interior partition of a building.
  • Panel 1 will be described with reference to its vertical mounting position.
  • the panel 1 is intended to be part of an outer wall of building, one will be the outer panel, and the other, the inner panel.
  • the panel 3 is intended to constitute the outer panel (see Figure 4 ) and has a downward extension 3a formed by a notch 3b made along the lower horizontal edge of the panel 3.
  • Each panel 2 or 3 is composed of three slats respectively 2A, 2B, 2C and 3A, 3B, 3C.
  • Each of these slats has, along a vertical edge, a first rebate 4, and along the opposite vertical edge, a second rabbet 5 at a reentrant angle turned away from that which constitutes the first rabbet 4.
  • a batten is assembled to the neighboring batten by an interlocking of their vertical edges opposite, nesting made possible by the rabbets respectively 4 and 5 of each of the two slats.
  • the neighboring panels of the panel 1 - one of them (panel 1 ') having been represented in dashed lines on the Figure 3 - Will assemble to the panel 1 in the same way by nesting vertical edges facing their end slats.
  • the panels 2 and 3 are assembled by means of four horizontal crosspieces 6A, 6B, 6C and 6D and a vertical upright 7.
  • the horizontal crosspieces 6A, 6B, 6C and 6D are arranged equidistant from one another, the crossmember 6A being arranged in the vicinity of the lower horizontal edges of the slats 2A, 2B, 2C and 3A, 3B, 3C, and the 6D cross member being arranged in the same manner in the vicinity of the upper horizontal edges of said slats, and the cross members 6 B and 6C being located between the two previous cross members so that the sleepers are equidistant from each other.
  • Each horizontal crossbar 6A, 6B, 6C and 6D is extended along each of its two opposite edges by a tenon widening from the base to the end as a swallow tail for making an assembly said " dovetail "with panels 2 and 3 which have corresponding horizontal grooves 9.
  • the upright 7 is extended along its two vertical edges by a post 10 widening from the base to the end as a swallow tail to make an assembly called "tail".
  • dovetail with panels 2 and 3 which have vertical grooves 11 of corresponding shape.
  • these grooves 11 are made in the center of the slat 2C and the slat 3C in the example shown.
  • the sleepers 6A, 6B, 6C and 6D abut against the upright 7 and protrude from the edges of the panels 2 and 3, ie edges of the slats 2A and 3A in the example shown, by a distance D equal to distance between the wall 7a of the upright 7 facing away from the cross members 6A, 6B, 6C and 6D and the outer edge of the slats 2C and 3C.
  • each rabbet 4 and 5 grooves R along the entire length of the panel.
  • These grooves R have a semicircular profile and when the interlocking of each slat in one another the grooves made on the rabbets 4 and those made on the rabbets 5 face each other so that the grooves R form a groove. space of substantially cylindrical shape in which we can come to insert a seal (not shown).
  • the seal is typically a flexible seal, for example silicone
  • Each slat of the respective panels as well as the crosspieces and the amount will be made of wood. Ideally, the slats will be made in such a way that the wood grain of these will be parallel to the edge longitudinal panels. By doing so, the panels can better resume, in the assembly position, the vertical loads associated with a load supported by the panels, such as that caused by roofing elements.
  • FIG. 3a there is shown a variant of the connection between two successive panels 3A and 3B, the rabbet 4 having a chamfer 4a of reservation for the seal and the outer edge of the panel 3B having a notch 5a to give a non-joined appearance when this is desired .
  • crosspieces are each limited to two lateral bands respectively 6A1, 6A2; 6B1, 6B2; 6C1, 6C2; and 6D1, 6D2.
  • FIG. 7 there is shown a building B whose walls were constructed using a set of panels 1 according to the first embodiment.
  • Building B has a door opening P and a window opening F.
  • the building rests on a slab such as a concrete slab.
  • a slab LB is placed on the slab, such as a low wooden slab on which the panels 1 can rest.
  • This low slab LB is fixed on the concrete slab, for example by screwing.
  • Figure 8 a horizontal sectional view through the walls of Building B
  • Figure 9 a perspective view with cutouts of the angle which is shown in section on the Figure 8 and which is at the top right of it. We will describe below the mounting of the corners of this building from these two figures.
  • angles of the building B are each made from two corner elements.
  • the top left corner on the Figure 8 has two elements 12 and 13.
  • the element 12 and the element 13 are each configured to receive respectively a panel 1 on the side of the projecting crosspieces.
  • the element 12 consists of two outer slats 14 and 15 arranged at 90 ° to one another, the edges of the two outer slats 14 and 15 being beveled for the formation of the angle.
  • the element 13 also has an internal batten 16.
  • the outer lath 15 has, along the vertical edge opposite the bevelled edge and intended to receive the panel 1, a rabbet 17 configured to receive the corresponding rebate 4 of the panel 1.
  • the rabbet 17 has along its length a profile groove R in Semi circle.
  • the inner lath also has a rabbet 18, configured to receive the corresponding rebate 4 of the panel 1.
  • the rabbet 18 has along its length a groove R of semicircular profile.
  • the outer lath 15 and the inner lath 16 are assembled by a post 19.
  • the post 19 is extended along its two vertical edges by a post 20 widening from the base to the end like a swallow's tail to make a so-called "dovetail" assembly with the slats 15 and 16 which have vertical grooves respectively 21 and 22 of corresponding shape.
  • the element 12 has, over its entire length, an angle 23 disposed along the angle formed by the inner faces 14a and 15a of the inner lath 14 and the inner lath 15 respectively.
  • the angle is fixed by screwing to the external laths 14 and 15.
  • a corner post 24 is inserted into the cavity formed by the upright 19 and the slats 14, 15 and 16.
  • the corner post 24 is fixed to the outer batten 14 by screwing.
  • the corner post 24 and the post are screwed to each other by a plurality of screws.
  • a bracket 25 makes it possible to fix the element 12 to the low rail LB. This fixing is done by screwing the bracket 25 in the upright 19 and in the low rail LB.
  • Each slat of the corner element 12 and the upright 19 and the corner post 24 will be made of wood.
  • the slats of the corner element will be made in such a way that the wood grain will be vertical in the mounting position.
  • the element 13 consists of an outer lath 26 and an inner lath 27.
  • the outer lath 26 has along the vertical edge intended to receive a panel 1, a rabbet 28 corresponding to the rabbet 4 of the panel 1.
  • the rebate 28 has along its length a groove R of semicircular profile.
  • the inner lath 27 also has a rebate 29, configured to receive the corresponding rebate 4 of the panel 1.
  • the rabbet 29 has along its length a groove R of semicircular profile.
  • the outer lath 26 and the inner lath 27 are assembled by a post 30.
  • the post 30 extends along its two vertical edges by a post 31 widening from the base to the end as a swallow's tail allowing a so-called "dovetail" assembly with the slats 26 and 27 which comprise vertical grooves respectively 32 and 33 of corresponding shape.
  • the edge opposite the edge with the rebate 29 of the inner batten 27 is aligned with the longitudinal edge of the upright 30.
  • Each slat of the corner element 13 and the amount 30 will be made of wood. In the same way as before for the slats of the panels and the element angle 12, the wood grain of the slats will be vertical in the assembly position.
  • the element 13 is assembled to the element 12, the upright 30 of the element 13 abutting against the inner lath 16 of the element 12.
  • the outer lath 14 of the element 13 has along its opposite edge at the bevelled edge, a rebate 34.
  • the outer batten 26 of the element 13 has on its edge opposite to the edge which receives the panel 1, a recessed angle rebate 35 opposite that of the rabbet 34 so that the outer batten 14 and the outer batten 26 can fit.
  • the rabbets 34 and 35 each have a groove R along their entire length and which form a space of substantially cylindrical shape when the elements 12 and 13 are assembled and that the grooves R face each other. The space thus created may contain a seal.
  • the element 12 and the element 13 are assembled by screwing the upright 30 of the element 13 to the inner batten 16 of the element 12 by a plurality of screws. Similarly, the corner post 24 of the element 12 will be screwed to the slats 14 and 26 of the respective elements 12 and 13.
  • a bracket 36 makes it possible to fix the element 13 to the low rail LB. This fixing is done by screwing the bracket 36 in the upright 30 and in the low rail LB.
  • the angles in the right part on the Figure 8 have two corner elements 12 'and 13'.
  • the element 12 ' is configured to receive a panel 1 on the upright side and the element 13' is configured to receive a panel 1 on the side of the projecting crosspieces.
  • the element 12 ' has slats 14', 15 'and 16' which have rebates 17 ', 18' and 34 'whose reentrant angle is inverted with respect to the respective rabbets 17, 18 and 34 of the element This allows the element 12 'to receive a panel 1 on the rising side.
  • the element 13 ' has slats 26' and 27 'which have rebates 28', 29 'and 35' whose reentrant angle is inverted with respect to the respective rabbets 28, 29 and 34 of the element 13.
  • the bottom left corner of the Figure 8 has an angle element 13 identical to the angle at the top left configured to receive a panel 1 on the side of the projecting crosspieces.
  • this angle has an element 12 '' configured to receive a panel 1 on the up side and assemble to an element 13.
  • the element 12 '' has slats 15 'and 16' identical to the right-hand angles and a latte 14 identical to the upper left corner.
  • each corner is identical, only the angles of the rabbets of the corner portions can vary from one angle to another.
  • the low slab LB which fixes the structure of the building, is fixed on the concrete slab. Then we start by arranging the first corner elements 12 and 13 in a first angle. It will then be easy to fit the panels 1 into each other to form the walls of the building.
  • the sleepers 6A, 6B, 6C and 6D are replaced by crosspieces 106A, 106B, 106C and 106D which each consist of two lateral rods 137 interconnected by a connecting element 138.
  • Each of the lateral rods 137 externally has the stud portion 8 intended to cooperate with a groove 9 of the inner faces of the panels 2 and 3.
  • the connecting element 138 is disposed near the edge of the panel 100 from which the crosspieces 106A to 106D protrude. It consists of a screw with two inverted screw steps 138a, 138b (see Figure 12 ), each fixed at its end to a rod 137 of the associated cross member, a maneuvering of the central portion 138c allowing adjustment of the spacing of the two rods 137 of the associated cross member, and thereby the two panels 2 and 3 .
  • the amount 7 is replaced by the amount 107 which is constituted by two lateral rods 139 interconnected by connecting elements 140.
  • Each of the rods 139 externally has the tenon portion 10 intended to cooperate with the groove portion 11 of the inner faces of the two panels 2 and 3.
  • the connecting elements 140 are four in number and evenly distributed over the entire height of the panel 100 seen in its mounting position.
  • Each connecting element consists of a screw with two inverted screw pitches 140a, 140b (see FIG. Figure 12 ), each fixed at its end to a rod 139 of the upright 107, a maneuver of the central portion 140c, allowing adjustment of the spacing of the two rods 139 and thereby the two panels 2 and 3.
  • the various elements constituting the panel 100 such as connecting rods 137 and 139 as well as the screws 138 and 140 will be made of wood.
  • FIG. 14 there is shown a building B 'whose walls have been constructed using a set of panels 100 according to the second embodiment.
  • FIG 15 there is shown a horizontal sectional view through the walls of building B 'of the Figure 12 .
  • the corner elements which are identical to those described for the first embodiment will not be described again.
  • FIG. 16 and 17 there is shown a third embodiment of a modular structural panel 200 according to the present invention. It will be described that the elements of this third embodiment which differ from those of the first and second embodiments, the common elements retaining the same reference numerals.
  • crosspieces 106A, 106B, 106C and 106D are replaced by crosspieces 206A, 206B, 206C and 206D which are each constituted by two lateral rods 237 interconnected by a connecting element 238 of cleat type.
  • Each of the lateral rods 237 externally has the stud portion 8 intended to cooperate with a groove 9 of the inner faces of the panels 2 and 3.
  • the connecting element 238 is disposed in the vicinity of the edge of the panel 200 from which the crosspieces 206A to 206D project.
  • Each side shank has a groove 241 which is formed on only a portion of said shank in the upper portion of the shank.
  • the groove 241 is formed on the opposite side to the side on which is the tenon 8.
  • Each connecting element 238 has at each of its ends a pin 242 adapted to cooperate with a groove 241.
  • the pins 242 are inserted into the corresponding grooves of each opposing lateral rod and abut against the bottom of each groove.
  • Each groove 241 and each stud 242 form a dovetail type connection assembly.
  • the amount 107 is replaced by the amount 207 which is constituted by two lateral rods 239 interconnected by connecting elements 240 of cleat type. Each of the rods 239 externally presents the part tenon for cooperating with the groove portion 11 of the inner faces of the two panels 2 and 3.
  • the connecting elements 240 are four in number and regularly distributed over the entire height of the panel 200 seen in its mounting position.
  • Each lateral rod has four notches 243. These notches are narrowing from their base to their summit which opens into the internal space of the panels between the faces 2 and 3.
  • the notches 243 are not made on the entire thickness of the lateral rod 239 to which they belong.
  • Each connecting element 240 has at each of its ends a pin 244 adapted to cooperate with the notches 243 of each lateral rod 239. Each pin will be inserted into the slots and will abut against the bottom thereof.
  • Each notch 243 and each stud 244 form a dovetail type connection assembly.
  • the outer face of the connecting elements 240 is flush with the outer face of the rods 239 on the end which will receive the projecting crosspieces of the next panel during assembly thereof.
  • the elements of the panels 200 such as the rods 237 and 239 and the connecting elements 238 and 240 are made of wood.

Description

L'invention porte sur un panneau structural modulaire destiné à constituer, avec des mêmes panneaux structuraux modulaires et des panneaux complémentaires, pour former les parties d'extrémité ou d'angle, les parois extérieures d'un bâtiment ou des cloisons internes d'un bâtiment.The invention relates to a modular structural panel intended to constitute, with the same modular structural panels and complementary panels, to form the end or corner parts, the outer walls of a building or the internal partitions of a building. building.

On connaît des panneaux de construction structuraux qui possèdent des panneaux de façade et des traverses horizontales reliant les panneaux de façade entre eux, que l'on peut emboîter les uns dans les autres afin de construire, par exemple, un mur.Structural building panels are known which have facade panels and horizontal cross members connecting the facade panels between them, which can be nested in each other in order to construct, for example, a wall.

Afin de réaliser l'emboîtage, les traverses horizontales font saillie des bords latéraux des panneaux de façade à l'une de leurs extrémités et sont d'une dimension telle que les extrémités faisant saillie des bords latéraux peuvent venir s'emboîter dans les autres extrémités correspondantes des traverses horizontales du panneau structural suivant afin de former le mur.In order to achieve the casing, the horizontal crosspieces project from the lateral edges of the facade panels at one of their ends and are of such a dimension that the ends projecting from the lateral edges can fit into the other ends. horizontal cross members of the next structural panel to form the wall.

Ces panneaux peuvent présenter des problèmes de résistance mécanique à la compression, notamment lorsque ceux-ci doivent supporter le poids élevé d'un élément de la construction, par exemple la toiture.These panels may have problems of compressive strength, especially when they have to withstand the high weight of an element of the construction, for example the roof.

FR 492 508 A décrit un panneau structural modulaire destiné à faire partie d'une paroi intérieure ou extérieure d'un bâtiment, ledit panneau structural comportant deux panneaux de façade parallèles entre eux, les deux panneaux de façade étant reliés par au moins une première entretoise s'étendant selon une première direction du panneau structural et par un jeu de secondes entretoises s'étendant dans une seconde direction, perpendiculaire à la première direction. FR 492 508 A describes a modular structural panel intended to form part of an inner or outer wall of a building, said structural panel comprising two facade panels parallel to each other, the two front panels being connected by at least one first spacer extending according to a first direction of the structural panel and a set of second spacers extending in a second direction, perpendicular to the first direction.

L'invention porte sur un panneau structural modulaire destiné à faire partie d'une paroi intérieure ou extérieure d'un bâtiment, ledit panneau structural comportant deux panneaux de façade parallèles entre eux, les deux panneaux de façade étant reliés par au moins une première entretoise s'étendant selon une première direction du panneau structural et par un jeu de secondes entretoises s'étendant dans une seconde direction, perpendiculaire à la première direction, caractérisé par le fait que lesdites secondes entretoises font saillie d'un bord dudit panneau structural d'une distance D et ladite au moins une première entretoise s'étend en retrait du bord opposé dudit panneau structural d'une distance D' au moins égale à la distance D, pour permettre l'imbrication des parties en saillie dans l'espace intermédiaire entre cette première entretoise et son bord voisin d'un panneau adjacent dans le bâtiment.The invention relates to a modular structural panel intended to be part of an inner or outer wall of a building, said structural panel comprising two facade panels parallel to each other, the two facade panels being connected by at least one first spacer extending in a first direction of the structural panel and by a set of second spacers extending in a second direction, perpendicular to the first direction, characterized in that said second spacers project from an edge of said structural panel; a distance D and said at least one first spacer extends back from the opposite edge of said structural panel by a distance D 'at least equal to the distance D, to allow the interlocking of the protruding parts in the intermediate space between this first spacer and its adjacent edge of an adjacent panel in the building.

Le panneau structural modulaire selon la présente invention peut comporter une seule première entretoise, laquelle forme un montant vertical dudit panneau structural en position de montage et est située à une distance D du bord le plus proche dudit panneau structural, le jeu de secondes entretoises constituant des traverses horizontales venant en butée contre le montant vertical en position de montage.The modular structural panel according to the present invention may comprise a single first spacer, which forms a vertical upright of said structural panel in mounting position and is located at a distance D from the nearest edge of said structural panel, the set of second spacers being horizontal crosspieces abutting against the vertical post in the mounting position.

Les entretoises peuvent être assemblées aux deux panneaux de façade par coopération de nervures/rainures formées dans les chants opposés desdites entretoises avec des rainures/nervures formées dans les faces internes en regard des deux panneaux de façade, en particulier par coopération de nervures formées dans les chants opposés desdites entretoises avec des rainures formées dans les faces internes en regard des deux panneaux de façade.The spacers can be assembled to the two facade panels by co-operating ribs / grooves formed in the opposite edges of said spacers with grooves / ribs formed in the internal faces facing the two facade panels, in particular by co-operating ribs formed in the opposite songs said spacers with grooves formed in the internal faces facing the two facade panels.

L'assemblage des entretoises et des deux panneaux de façade peut être un assemblage de type tenon/mortaise, en particulier un assemblage à queue d'aronde.The assembly of the spacers and the two facade panels may be a tenon / mortise type assembly, in particular a dovetail assembly.

Dans un mode de réalisation particulier, les entretoises peuvent être des éléments pleins, les secondes entretoises pouvant être constituées par deux bandes latérales dont les faces longitudinales externes sont aptes à être fixées contre les faces internes en regard des éléments de façade.In a particular embodiment, the spacers may be solid elements, the second spacers may be constituted by two lateral bands whose outer longitudinal faces are adapted to be fixed against the inner faces facing the facade elements.

Dans un second mode de réalisation particulier, les entretoises peuvent chacune être constituées par deux tiges latérales dont les faces longitudinales externes sont aptes à être fixées contre les faces internes en regard des éléments de façade et qui peuvent être réunies par au moins un élément de liaison perpendiculaire aux dites tiges et avantageusement réglable en longueur pour permettre de régler l'écartement des deux panneaux de façade.In a second particular embodiment, the spacers may each be constituted by two lateral rods whose outer longitudinal faces are able to be fixed against the internal faces facing the facade elements and which can be joined by at least one connecting element. perpendicular to said rods and advantageously adjustable in length to allow adjusting the spacing of the two facade panels.

Les éléments de liaison peuvent être des vis à pas de vis inversés permettant, dans un même mouvement, d'écarter ou de rapprocher les deux panneaux de façade.The connecting elements may be inverted screw screws allowing, in the same movement, to separate or bring closer the two facade panels.

La ou chaque première entretoise peut être destinée à constituer un montant vertical du panneau en position de montage, et les secondes entretoises constituent chacune une traverse horizontale en position de montage, chaque traverse étant constituée par deux tiges latérales dont les faces longitudinales externes sont destinées à être appliquées et fixées contre les faces internes en regard des éléments de façade et qui comportent, le long de leurs faces longitudinales internes, des échancrures permettant la pose d'éléments de type taquets.The or each first spacer may be intended to constitute a vertical upright of the panel in the mounting position, and the second spacers each constitute a horizontal crossbar in the mounting position, each crossbeam being constituted by two lateral rods whose outer longitudinal faces are intended to be applied and fixed against the inner faces facing the facade elements and which comprise, along their inner longitudinal faces, indentations allowing the installation of cleats type elements.

Les panneaux de façade peuvent présenter le long de leurs bordures des retraits permettant un emboîtement de type à feuillures dudit panneau avec un panneau voisin dans le bâtiment présentant une feuillure de forme complémentaire.The facade panels may present along their edges recesses allowing a rabbet-type interlocking said panel with a neighboring panel in the building having a rebate of complementary shape.

Les panneaux de façade peuvent être constitués par une succession d'au moins deux lattes en particulier s'emboîtant entre elles par un emboîtement du type à feuillures.The facade panels may be constituted by a succession of at least two battens, in particular interlocking with one another by a rabbet type interlocking.

Un panneau de façade destiné à venir se placer en extérieur en position de montage peut présenter un prolongement dirigé vers le bas en position de montage.A facade panel intended to be placed outdoors in the mounting position may have an extension directed downwards in the mounting position.

Le panneau structural modulaire selon la présente invention peut renfermer une matière isolante dans au moins une région interne de celui-ci entre les entretoises.The modular structural panel according to the present invention can enclose an insulating material in at least one inner region thereof between the struts.

Les panneaux de façade peuvent être en bois, le fil du bois étant avantageusement disposé pour se trouver à la verticale dans la position de montage des panneaux de façade verticaux.The facade panels may be of wood, the wood grain being advantageously arranged to stand vertically in the mounting position of the vertical facade panels.

Avec une telle disposition du fil du bois la récupération des descentes de charge structurelles par les panneaux de façade est sensiblement améliorée du fait de la verticalité du fil du bois.With such a layout of the wood grain the recovery of the structural load slopes by the facade panels is significantly improved due to the verticality of the wood grain.

L'invention porte également sur un ensemble pour la construction d'un bâtiment comportant :

  • des panneaux structuraux modulaires tels que précédemment définis ;
  • des panneaux de formation des angles du bâtiment comportant, pour chaque angle :
    • deux panneaux externes dont l'un des bords est biseauté pour former l'angle externe proprement dit et un panneau interne parallèle à l'un des panneaux externes et assemblé à celui-ci par une traverse verticale par un assemblage à queue d'aronde ;
    • un panneau externe destiné à venir dans le prolongement de l'un des deux panneaux externes précités et un panneau interne parallèle et assemblé à celui-ci par une traverse verticale par un assemblage à queue d'aronde ;
    • un poteau d'angle disposé dans une cavité formée par les panneaux externes et les panneaux internes ; ou bien
    • un poteau d'angle sur lequel un panneau de façade peut venir s'adapter ;
    • un panneau externe destiné à venir s'adapter sur le poteau d'angle perpendiculairement audit panneau de façade et un panneau interne parallèle et assemblé à celui-ci par une traverse verticale par un assemblage à queue d'aronde ; et
    • un poteau interne qui est disposé dans une cavité formée par le poteau d'angle, le panneau externe et la traverse, et sur lequel un panneau de façade peut venir s'adapter ;
  • une lisse basse sur laquelle les panneaux structuraux modulaires reposeront et une lisse de chaînage positionnée sur le haut des panneaux structuraux modulaires en position de montage, la lisse basse et la lisse de chaînage suivant les parois du bâtiment.
The invention also relates to an assembly for the construction of a building comprising:
  • modular structural panels as previously defined;
  • building angles forming panels comprising, for each corner:
    • two outer panels one of whose edges is beveled to form the outer corner itself and an inner panel parallel to one of the outer panels and assembled to it by a vertical crossbeam by a dovetail assembly;
    • an outer panel intended to come in the extension of one of the two aforementioned external panels and an inner panel parallel and assembled thereto by a vertical cross member by a dovetail assembly;
    • a corner post disposed in a cavity formed by the outer panels and the inner panels; or
    • a corner post on which a facade panel can come to fit;
    • an outer panel adapted to fit on the corner post perpendicularly to said facade panel and an inner panel parallel and assembled therewith by a vertical cross member by a dovetail assembly; and
    • an internal pole which is disposed in a cavity formed by the corner post, the outer panel and the cross member, and on which a facade panel can be adapted;
  • a low rail on which the modular structural panels will rest and a chaining smooth positioned on the top of the modular structural panels in the mounting position, the low rail and the chaining smooth following the walls of the building.

La matière isolante renfermée dans les panneaux modulaires entre les entretoises peut être avantageusement, par exemple, des copeaux de bois, de la mousse expansive de la ouate de cellulose, de la laine de verre ou de la laine de roche.The insulating material enclosed in the modular panels between the spacers may be advantageously, for example, wood chips, foam expansive cellulose wadding, glass wool or rock wool.

Pour mieux illustrer l'objet de la présente invention, on va en décrire ci-après, à titre indicatif et non limitatif, trois modes de réalisation particuliers avec référence au dessin annexé.To better illustrate the object of the present invention will be described below, by way of indication and not limited to three particular embodiments with reference to the accompanying drawing.

Sur ce dessin :

  • la Figure 1 est une vue en perspective d'un panneau structural conforme à un premier mode de réalisation de la présente invention, ledit panneau étant représenté dans sa position verticale orientée pour montrer à l'avant les traverses faisant saillie des bords verticaux des deux panneaux de façade ;
  • la Figure 2 est une vue en perspective du panneau de la Figure 1 retourné à 180° pour montrer le montant réunissant les deux panneaux de façade et disposé en retrait par rapport aux deux bords verticaux des deux panneaux de façade ;
  • la Figure 3 est, à plus grande échelle, une vue en coupe horizontale selon III-III de la Figure 1 ;
  • la Figure 3a est, à plus grande échelle et avec inversion des feuillures, une vue de la liaison entre deux panneaux successifs réalisée suivant une variante ;
  • la Figure 4 est, également à plus grande échelle et avec des arrachements entre les traverses, une vue en coupe verticale avec arrachement selon IV-IV de la Figure 1 ;
  • les Figures 5 et 6 sont des vues analogues aux Figures respectivement 3 et 4, conformes à une autre variante de ce mode de réalisation ;
  • la Figure 7 est une vue schématique en perspective des murs d'un bâtiment réalisé avec des panneaux structuraux conformes à ce premier mode de réalisation ;
  • la Figure 8 est, à plus grande échelle, une vue en coupe horizontale à travers les murs du bâtiment de la Figure 7, avec des arrachements permettant de montrer la réalisation des angles du bâtiment de la Figure 7 ;
  • la Figure 8a est une vue analogue à la Figure 8 en montrant une variante de réalisation ;
  • la Figure 9 est une vue en perspective avec des arrachements de la partie d'angle qui est représentée en coupe sur la Figure 8 et qui se trouve en haut à droite de la feuille contenant la Figure 8, le panneau de façade intérieure ayant été omis pour mieux montrer la réalisation de cette partie d'angle ;
  • les Figures 10 à 13 sont des vues analogues aux Figures respectivement 1 à 4 d'un deuxième mode de réalisation d'un panneau structural selon la présente invention, les Figures 12 et 13 étant des vues en coupe respectivement horizontale et verticale selon respectivement X-X et XI-XI de la Figure 10 et les Figures 10a et 11a étant, à plus grande échelle, des vues de la partie haute des Figures respectivement 10 et 11 ;
  • les Figures 14 et 15 sont des vues analogues aux Figures respectivement 7 et 8 de murs d'un bâtiment réalisé avec des panneaux structuraux conformes à ce deuxième mode de réalisation ;
  • les Figures 16 et 17 sont des vues analogues aux Figures 3 et 4 d'un panneau structural conforme à un troisième mode de réalisation de la présente invention ;
  • la Figure 18 est une vue en coupe d'un panneau structural conforme à un troisième mode de réalisation retournée à 180° par rapport à la Figure 17 afin de montrer le montant de ce mode de réalisation.
On this drawing :
  • the Figure 1 is a perspective view of a structural panel according to a first embodiment of the present invention, said panel being shown in its upright position oriented to show at the front the cross members projecting from the vertical edges of the two facade panels;
  • the Figure 2 is a perspective view of the panel of the Figure 1 turned 180 ° to show the amount joining the two facade panels and set back from the two vertical edges of the two facade panels;
  • the Figure 3 is, on a larger scale, a horizontal sectional view according to III-III of the Figure 1 ;
  • the Figure 3a is, on a larger scale and with inversion of rabbets, a view of the connection between two successive panels made according to a variant;
  • the Figure 4 is, also on a larger scale and with tearing between the sleepers, a vertical sectional view with tearing along IV-IV of the Figure 1 ;
  • the Figures 5 and 6 are views similar to Figures 3 and 4, respectively, according to another variant of this embodiment;
  • the Figure 7 is a schematic perspective view of the walls of a building made with structural panels according to this first embodiment;
  • the Figure 8 is, on a larger scale, a horizontal sectional view through the walls of the building of the Figure 7 , with detachments to show the realization of the angles of the building of the Figure 7 ;
  • the Figure 8a is a view similar to the Figure 8 showing an alternative embodiment;
  • the Figure 9 is a perspective view with detachments of the corner portion which is shown in section on the Figure 8 and which is at the top right of the sheet containing the Figure 8 , the inner facade panel having been omitted to better show the realization of this corner portion;
  • the Figures 10 to 13 are views similar to Figures 1 to 4 respectively of a second embodiment of a structural panel according to the present invention, the Figures 12 and 13 being respectively horizontal and vertical sectional views respectively in XX and XI-XI of the Figure 10 and the Figures 10a and 11a being, on a larger scale, views of the upper part of Figures 10 and 11 respectively;
  • the Figures 14 and 15 are views similar to Figures 7 and 8 respectively of walls of a building made with structural panels according to this second embodiment;
  • the Figures 16 and 17 are views similar to Figures 3 and 4 a structural panel according to a third embodiment of the present invention;
  • the Figure 18 is a sectional view of a structural panel according to a third embodiment returned at 180 ° to the Figure 17 to show the amount of this embodiment.

Si l'on se réfère aux Figures 1 à 4, on peut voir que l'on a représenté un panneau structural 1 conforme à un premier mode de réalisation de la présente invention. Le panneau 1 est destiné à faire partie d'un mur extérieur de bâtiment ou à faire partie d'un mur intérieur ou d'une cloison intérieure de bâtiment.If we refer to Figures 1 to 4 it can be seen that a structural panel 1 according to a first embodiment of the present invention has been shown. The panel 1 is intended to form part of an exterior wall of a building or to form part of an interior wall or an interior partition of a building.

Le panneau 1 sera décrit avec référence à sa position verticale de montage.Panel 1 will be described with reference to its vertical mounting position.

Il comporte deux panneaux 2 et 3, dits panneaux de façade. Dans le cas où le panneau 1 est destiné à faire partie d'un mur extérieur de bâtiment, l'un constituera le panneau extérieur, et l'autre, le panneau intérieur. Dans l'exemple représenté, le panneau 3 est destiné à constituer le panneau extérieur (voir Figure 4) et comporte un prolongement vers le bas 3a formé par une échancrure 3b pratiquée le long de la bordure horizontale inférieure du panneau 3.It comprises two panels 2 and 3, said facade panels. In the case where the panel 1 is intended to be part of an outer wall of building, one will be the outer panel, and the other, the inner panel. In the example shown, the panel 3 is intended to constitute the outer panel (see Figure 4 ) and has a downward extension 3a formed by a notch 3b made along the lower horizontal edge of the panel 3.

Chaque panneau 2 ou 3 est composé de trois lattes respectivement 2A, 2B, 2C et 3A, 3B, 3C. Chacune de ces lattes présente, le long d'un bord vertical, une première feuillure 4, et le long du bord vertical opposé, une deuxième feuillure 5 selon un angle rentrant tourné à l'opposé de celui qui constitue la première feuillure 4.Each panel 2 or 3 is composed of three slats respectively 2A, 2B, 2C and 3A, 3B, 3C. Each of these slats has, along a vertical edge, a first rebate 4, and along the opposite vertical edge, a second rabbet 5 at a reentrant angle turned away from that which constitutes the first rabbet 4.

Une latte est assemblée à la latte voisine par une imbrication de leurs bords verticaux en regard, imbrication rendue possible par les feuillures respectivement 4 et 5 de chacune des deux lattes. Les panneaux voisins du panneau 1 - l'un d'eux (panneau 1') ayant été représenté en pointillés sur la Figure 3 - s'assembleront au panneau 1 de la même façon par imbrication des bords verticaux en regard de leurs lattes d'extrémité.A batten is assembled to the neighboring batten by an interlocking of their vertical edges opposite, nesting made possible by the rabbets respectively 4 and 5 of each of the two slats. The neighboring panels of the panel 1 - one of them (panel 1 ') having been represented in dashed lines on the Figure 3 - Will assemble to the panel 1 in the same way by nesting vertical edges facing their end slats.

Les panneaux 2 et 3 sont assemblés au moyen de quatre traverses horizontales 6A, 6B, 6C et 6D et d'un montant vertical 7.The panels 2 and 3 are assembled by means of four horizontal crosspieces 6A, 6B, 6C and 6D and a vertical upright 7.

Les traverses horizontales 6A, 6B, 6C et 6D sont disposées à égale distance l'une de l'autre, la traverse 6A étant disposée au voisinage des bords horizontaux inférieurs des lattes 2A, 2B, 2C et 3A, 3B, 3C, et la traverse 6D étant disposée de la même façon au voisinage des bords horizontaux supérieurs desdites lattes, et les traverses 6 B et 6C étant situées entre les deux traverses précédentes pour que les traverses se trouvent à égale distance entre elles.The horizontal crosspieces 6A, 6B, 6C and 6D are arranged equidistant from one another, the crossmember 6A being arranged in the vicinity of the lower horizontal edges of the slats 2A, 2B, 2C and 3A, 3B, 3C, and the 6D cross member being arranged in the same manner in the vicinity of the upper horizontal edges of said slats, and the cross members 6 B and 6C being located between the two previous cross members so that the sleepers are equidistant from each other.

Chaque traverse horizontale 6A, 6B, 6C et 6D se prolonge le long de chacun de ses deux chants opposés par un tenon 8 allant en s'élargissant de la base à l'extrémité comme une queue d'hirondelle permettant de réaliser un assemblage dit « à queue d'aronde » avec les panneaux 2 et 3 qui comportent des rainures horizontales 9 correspondantes.Each horizontal crossbar 6A, 6B, 6C and 6D is extended along each of its two opposite edges by a tenon widening from the base to the end as a swallow tail for making an assembly said " dovetail "with panels 2 and 3 which have corresponding horizontal grooves 9.

De la même façon, le montant 7 se prolonge le long de ses deux chants verticaux par un tenon 10 allant en s'élargissant de la base à l'extrémité comme une queue d'hirondelle permettant de réaliser un assemblage dit « à queue d'aronde » avec les panneaux 2 et 3 qui comportent des rainures verticales 11 de forme correspondante.In the same way, the upright 7 is extended along its two vertical edges by a post 10 widening from the base to the end as a swallow tail to make an assembly called "tail". dovetail with panels 2 and 3 which have vertical grooves 11 of corresponding shape.

En fait, ces rainures 11 sont pratiquées au centre de la latte 2C et de la latte 3C dans l'Exemple représenté. Les traverses 6A, 6B, 6C et 6D viennent se placer en butée contre le montant 7 et dépassent des bords des panneaux 2 et 3, soit des bords des lattes 2A et 3A dans l'exemple représenté, d'une distance D égale à la distance entre la paroi 7a du montant 7 tournée à l'opposé des traverses 6A, 6B, 6C et 6D et la bordure externe des lattes 2C et 3C.In fact, these grooves 11 are made in the center of the slat 2C and the slat 3C in the example shown. The sleepers 6A, 6B, 6C and 6D abut against the upright 7 and protrude from the edges of the panels 2 and 3, ie edges of the slats 2A and 3A in the example shown, by a distance D equal to distance between the wall 7a of the upright 7 facing away from the cross members 6A, 6B, 6C and 6D and the outer edge of the slats 2C and 3C.

Afin d'assurer une meilleure étanchéité d'une structure fabriquée à l'aide des panneaux 1, on pratique au niveau de chaque feuillure 4 et 5, des rainures R sur toute la longueur du panneau. Ces rainures R ont un profil en demi-cercle et lors de l'emboîtement de chaque latte les unes dans les autres les rainures faites sur les feuillures 4 et celles faites sur les feuillures 5 se font face de telles sorte que les rainures R forment un espace de forme sensiblement cylindrique dans lequel on pourra venir insérer un joint d'étanchéité (non représenté). Le joint d'étanchéité est typiquement un joint souple, par exemple en silicone
Chaque latte des panneaux respectifs ainsi que les traverses et le montant seront réalisés en bois. Idéalement, les lattes seront faites de telle sorte que le fil du bois de celles-ci sera parallèle au bord longitudinal des panneaux. En faisant ainsi, les panneaux pourront mieux reprendre, en position d'assemblage, les charges verticales associées à une charge supportée par les panneaux, telles que celle provoquée par des éléments de toiture.To ensure a better seal of a structure manufactured using the panels 1, it is practiced at each rabbet 4 and 5, grooves R along the entire length of the panel. These grooves R have a semicircular profile and when the interlocking of each slat in one another the grooves made on the rabbets 4 and those made on the rabbets 5 face each other so that the grooves R form a groove. space of substantially cylindrical shape in which we can come to insert a seal (not shown). The seal is typically a flexible seal, for example silicone
Each slat of the respective panels as well as the crosspieces and the amount will be made of wood. Ideally, the slats will be made in such a way that the wood grain of these will be parallel to the edge longitudinal panels. By doing so, the panels can better resume, in the assembly position, the vertical loads associated with a load supported by the panels, such as that caused by roofing elements.

Sur la Figure 3a, on a représenté une variante de la liaison entre deux panneaux successifs 3A et 3B, la feuillure 4 comportant un chanfrein 4a de réservation pour le joint et la bordure extérieure du panneau 3B comportant une échancrure 5a pour donner un aspect non jointif lorsque ceci est souhaité.On the Figure 3a there is shown a variant of the connection between two successive panels 3A and 3B, the rabbet 4 having a chamfer 4a of reservation for the seal and the outer edge of the panel 3B having a notch 5a to give a non-joined appearance when this is desired .

Sur les Figures 5 et 6, on peut voir que les traverses sont limitées chacune à deux bandes latérales respectivement 6A1, 6A2 ; 6B1, 6B2 ; 6C1, 6C2 ; et 6D1, 6D2.On the Figures 5 and 6 it can be seen that the crosspieces are each limited to two lateral bands respectively 6A1, 6A2; 6B1, 6B2; 6C1, 6C2; and 6D1, 6D2.

Si l'on se réfère à la Figure 7, on a représenté un bâtiment B dont les parois ont été construites à l'aide d'un ensemble de panneaux 1 selon le premier mode de réalisation.If we refer to the Figure 7 there is shown a building B whose walls were constructed using a set of panels 1 according to the first embodiment.

Le bâtiment B possède une ouverture de porte P et une ouverture de fenêtre F. Le bâtiment repose sur une dalle d, telle qu'une dalle en béton. Afin de monter les parois, on pose sur la dalle d, une lisse basse LB, telle qu'une lisse basse en bois sur laquelle pourront venir reposer les panneaux 1. Cette lisse basse LB est fixée sur la dalle de béton, par exemple par vissage. Une fois l'ensemble des panneaux assemblées les uns aux autres sur la lisse basse, on vient ensuite poser une lisse de chaînage LC sur l'ensemble des panneaux 1, au sommet de ceux-ci. Cette lisse de chaînage LC constitue la ceinture du bâtiment.Building B has a door opening P and a window opening F. The building rests on a slab such as a concrete slab. In order to assemble the walls, a slab LB is placed on the slab, such as a low wooden slab on which the panels 1 can rest. This low slab LB is fixed on the concrete slab, for example by screwing. Once the assembly of the panels assembled to each other on the low rail, it is then posed a LC chaining bar on all panels 1 at the top thereof. This LC chainstay is the building's belt.

On a pratiqué des arrachements sur la Figure 7, afin de montrer des panneaux 1. Sur ces arrachements, on peut voir des traverses 6B et 6C ainsi que des montants 7.There were wrenchings on the Figure 7 , in order to show panels 1. On these cuts, one can see crossbars 6B and 6C as well as uprights 7.

Si l'on se réfère aux Figures 8 et 9, on peut voir que l'on a représenté, en Figure 8, une vue en coupe horizontale à travers les murs du bâtiment B, et en Figure 9, une vue en perspective avec des arrachements de l'angle qui est représenté en coupe sur la Figure 8 et qui se trouve en haut à droite de celle-ci. On va décrire ci-après le montage des angles de ce bâtiment à partir de ces deux figures.If we refer to Figures 8 and 9 , we can see that we have shown, in Figure 8 , a horizontal sectional view through the walls of Building B, and Figure 9 , a perspective view with cutouts of the angle which is shown in section on the Figure 8 and which is at the top right of it. We will describe below the mounting of the corners of this building from these two figures.

Sur la Figure 8, les angles du bâtiment B sont réalisés chacun à partir de deux éléments d'angle. L'angle en haut à gauche sur la Figure 8 possède deux éléments 12 et 13. L'élément 12 et l'élément 13 sont chacun configurés pour recevoir respectivement un panneau 1 du côté des traverses saillantes.On the Figure 8 , the angles of the building B are each made from two corner elements. The top left corner on the Figure 8 has two elements 12 and 13. The element 12 and the element 13 are each configured to receive respectively a panel 1 on the side of the projecting crosspieces.

L'élément 12 est constitué de deux lattes externes 14 et 15 disposées à 90° l'une de l'autre, les chants des deux lattes externes 14 et 15 étant biseautés pour la formation de l'angle. Sur chaque chant respectif des lattes 14 et 15 formant l'angle, on pratique une rainure R de profil en demi-cercle le long de toute la longueur des lattes 14 et 15. Une fois l'angle monté, les rainures R forment un espace de forme sensiblement cylindrique dans lequel on pourra venir insérer un joint d'étanchéité (non représenté). L'élément 13 possède également une latte interne 16.The element 12 consists of two outer slats 14 and 15 arranged at 90 ° to one another, the edges of the two outer slats 14 and 15 being beveled for the formation of the angle. On each respective edge of the slats 14 and 15 forming the angle, there is a groove R semicircular profile along the entire length of the slats 14 and 15. Once the angle mounted, the grooves R form a space of substantially cylindrical shape in which we can come to insert a seal (not shown). The element 13 also has an internal batten 16.

La latte externe 15 présente, le long du bord vertical opposé au chant biseauté et destiné à recevoir le panneau 1, une feuillure 17 configurée pour recevoir la feuillure 4 correspondante du panneau 1. La feuillure 17 possède sur toute sa longueur une rainure R de profil en demi-cercle. De la même manière, la latte interne possède également une feuillure 18, configurée pour recevoir la feuillure 4 correspondante du panneau 1. La feuillure 18 possède sur toute sa longueur une rainure R de profil en demi-cercle. Ainsi, lorsque le panneau 1 sera assemblé à l'élément d'angle 12, les rainures R sur les feuillures 4 du panneau 1 et les rainures R sur les feuillures respectives 17 et 18 formeront un espace respectif de forme sensiblement cylindrique dans lequel on pourra venir insérer un joint d'étanchéité.The outer lath 15 has, along the vertical edge opposite the bevelled edge and intended to receive the panel 1, a rabbet 17 configured to receive the corresponding rebate 4 of the panel 1. The rabbet 17 has along its length a profile groove R in Semi circle. In the same way, the inner lath also has a rabbet 18, configured to receive the corresponding rebate 4 of the panel 1. The rabbet 18 has along its length a groove R of semicircular profile. Thus, when the panel 1 is assembled to the corner element 12, the grooves R on the rabbets 4 of the panel 1 and the grooves R on the respective rabbets 17 and 18 will form a respective space of substantially cylindrical shape in which we can come insert a gasket.

La latte externe 15 et la latte interne 16 sont assemblées par un montant 19. Le montant 19 se prolonge le long de ses deux chants verticaux par un tenon 20 allant en s'élargissant de la base à l'extrémité comme une queue d'hirondelle permettant de réaliser un assemblage dit « à queue d'aronde » avec les lattes 15 et 16 qui comportent des rainures verticales respectivement 21 et 22 de forme correspondante.The outer lath 15 and the inner lath 16 are assembled by a post 19. The post 19 is extended along its two vertical edges by a post 20 widening from the base to the end like a swallow's tail to make a so-called "dovetail" assembly with the slats 15 and 16 which have vertical grooves respectively 21 and 22 of corresponding shape.

L'élément 12 possède, sur toute sa longueur, une cornière 23 disposée le long de l'angle formé par les faces intérieures 14a et 15a de respectivement la latte interne 14 et la latte interne 15. La cornière est fixée par vissage aux lattes externes 14 et 15.The element 12 has, over its entire length, an angle 23 disposed along the angle formed by the inner faces 14a and 15a of the inner lath 14 and the inner lath 15 respectively. The angle is fixed by screwing to the external laths 14 and 15.

Un poteau d'angle 24 est inséré dans la cavité formée par le montant 19 et les lattes 14, 15 et 16. Le poteau d'angle 24 est fixé à la latte externe 14 par vissage. Le poteau d'angle 24 et le montant sont vissés l'un à l'autre par une pluralité de vis.A corner post 24 is inserted into the cavity formed by the upright 19 and the slats 14, 15 and 16. The corner post 24 is fixed to the outer batten 14 by screwing. The corner post 24 and the post are screwed to each other by a plurality of screws.

Une équerre 25 permet de fixer l'élément 12 à la lisse basse LB. Cette fixation se fait par vissage de l'équerre 25 dans le montant 19 et dans la lisse basse LB.A bracket 25 makes it possible to fix the element 12 to the low rail LB. This fixing is done by screwing the bracket 25 in the upright 19 and in the low rail LB.

Chaque latte de l'élément d'angle 12 ainsi que le montant 19 et le poteau d'angle 24 seront réalisés en bois. De la même manière que pour les lattes des panneaux, les lattes de l'élément d'angle seront réalisées de telle sorte que le fil du bois sera vertical en position de montage.Each slat of the corner element 12 and the upright 19 and the corner post 24 will be made of wood. In the same way as for the slats of the panels, the slats of the corner element will be made in such a way that the wood grain will be vertical in the mounting position.

L'élément 13 est constitué d'une latte externe 26 et d'une latte interne 27. La latte externe 26 possède le long du bord vertical destiné à recevoir un panneau 1, une feuillure 28 correspondante à la feuillure 4 du panneau 1. La feuillure 28 possède sur toute sa longueur une rainure R de profil en demi-cercle. De la même manière la latte interne 27 possède également une feuillure 29, configurée pour recevoir la feuillure 4 correspondante du panneau 1. La feuillure 29 possède sur toute sa longueur une rainure R de profil en demi-cercle. Lorsque le panneau 1 sera assemblé à l'élément d'angle 13, les rainures R sur les feuillures 4 du panneau 1 et les rainures R sur les feuillures respectives 28 et 29 formeront un espace respectif de forme sensiblement cylindrique dans lequel on pourra venir insérer un joint d'étanchéité.The element 13 consists of an outer lath 26 and an inner lath 27. The outer lath 26 has along the vertical edge intended to receive a panel 1, a rabbet 28 corresponding to the rabbet 4 of the panel 1. The rebate 28 has along its length a groove R of semicircular profile. In the same way, the inner lath 27 also has a rebate 29, configured to receive the corresponding rebate 4 of the panel 1. The rabbet 29 has along its length a groove R of semicircular profile. When the panel 1 is assembled to the corner element 13, the grooves R on the rabbets 4 of the panel 1 and the grooves R on the respective rabbets 28 and 29 will form a respective space of substantially cylindrical shape into which we can come to insert a seal.

La latte externe 26 et la latte interne 27 sont assemblées par un montant 30. Le montant 30 se prolonge le long de ses deux chants verticaux par un tenon 31 allant en s'élargissant de la base à l'extrémité comme une queue d'hirondelle permettant de réaliser un assemblage dit « à queue d'aronde » avec les lattes 26 et 27 qui comportent des rainures verticales respectivement 32 et 33 de forme correspondante.The outer lath 26 and the inner lath 27 are assembled by a post 30. The post 30 extends along its two vertical edges by a post 31 widening from the base to the end as a swallow's tail allowing a so-called "dovetail" assembly with the slats 26 and 27 which comprise vertical grooves respectively 32 and 33 of corresponding shape.

Le chant opposé au chant ayant la feuillure 29 de la latte interne 27 est aligné avec le bord longitudinal du montant 30.The edge opposite the edge with the rebate 29 of the inner batten 27 is aligned with the longitudinal edge of the upright 30.

Chaque latte de l'élément d'angle 13 ainsi que le montant 30 seront réalisés en bois. De la même manière que précédemment pour les lattes des panneaux et l'élément d'angle 12, le fil du bois des lattes sera vertical en position d'assemblage.Each slat of the corner element 13 and the amount 30 will be made of wood. In the same way as before for the slats of the panels and the element angle 12, the wood grain of the slats will be vertical in the assembly position.

L'élément 13 est assemblé à l'élément 12, le montant 30 de l'élément 13 venant en butée contre la latte interne 16 de l'élément 12. La latte externe 14 de l'élément 13 possède le long de son chant opposé au chant biseauté, une feuillure 34. La latte externe 26 de l'élément 13 possède sur son chant opposé au chant qui reçoit le panneau 1, une feuillure 35 d'angle rentrant opposé à celui de la feuillure 34 de façon à ce que la latte externe 14 et la latte externe 26 puissent s'emboîter. De la même manière que pour l'emboîtement des lattes d'un panneau selon l'invention, les feuillures 34 et 35 possèdent chacune une rainure R sur toute leur longueur et qui forment un espace de forme sensiblement cylindrique lorsque les éléments 12 et 13 sont assemblés et que les rainures R se font face. L'espace ainsi créé peut contenir un joint d'étanchéité.The element 13 is assembled to the element 12, the upright 30 of the element 13 abutting against the inner lath 16 of the element 12. The outer lath 14 of the element 13 has along its opposite edge at the bevelled edge, a rebate 34. The outer batten 26 of the element 13 has on its edge opposite to the edge which receives the panel 1, a recessed angle rebate 35 opposite that of the rabbet 34 so that the outer batten 14 and the outer batten 26 can fit. In the same way as for the interlocking of the slats of a panel according to the invention, the rabbets 34 and 35 each have a groove R along their entire length and which form a space of substantially cylindrical shape when the elements 12 and 13 are assembled and that the grooves R face each other. The space thus created may contain a seal.

L'élément 12 et l'élément 13 sont assemblés par vissage du montant 30 de l'élément 13 à la latte interne 16 de l'élément 12 par une pluralité de vis. De même le poteau d'angle 24 de l'élément 12 sera vissé aux lattes 14 et 26 des éléments respectifs 12 et 13.The element 12 and the element 13 are assembled by screwing the upright 30 of the element 13 to the inner batten 16 of the element 12 by a plurality of screws. Similarly, the corner post 24 of the element 12 will be screwed to the slats 14 and 26 of the respective elements 12 and 13.

Une équerre 36 permet de fixer l'élément 13 à la lisse basse LB. Cette fixation se fait par vissage de l'équerre 36 dans le montant 30 et dans la lisse basse LB.A bracket 36 makes it possible to fix the element 13 to the low rail LB. This fixing is done by screwing the bracket 36 in the upright 30 and in the low rail LB.

Afin de pouvoir construire les angles à partir de lattes de bois de de dimensions constantes, et pour des raisons esthétiques de longueur d'éléments d'angles, les autres éléments d'angle seront légèrement différents. Les éléments communs des angles ne seront pas décrits à nouveau et conservent les mêmes chiffres de référence.In order to be able to construct angles from wood slats of constant dimensions, and for aesthetic reasons of length of corner elements, the other corner elements will be slightly different. The common elements of the angles will not be described again and retain the same reference numbers.

Les angles en partie droite sur la Figure 8 possèdent deux éléments d'angles 12' et 13'. L'élément 12' est configuré pour recevoir un panneau 1 du côté montant et l'élément 13' est configuré pour recevoir un panneau 1 du côté des traverses saillantes.The angles in the right part on the Figure 8 have two corner elements 12 'and 13'. The element 12 'is configured to receive a panel 1 on the upright side and the element 13' is configured to receive a panel 1 on the side of the projecting crosspieces.

En pratique les différences entre les éléments 12 et 12' résident dans l'angle des feuillures. Ainsi l'élément 12' possède des lattes 14', 15' et 16' qui possèdent des feuillures 17', 18' et 34' dont l'angle rentrant est inversé par rapport aux feuillures respectives 17, 18 et 34 de l'élément d'angle 12. Ceci permet à l'élément 12' de recevoir un panneau 1 du côté montant.In practice, the differences between the elements 12 and 12 'reside in the angle of the rabbets. Thus the element 12 'has slats 14', 15 'and 16' which have rebates 17 ', 18' and 34 'whose reentrant angle is inverted with respect to the respective rabbets 17, 18 and 34 of the element This allows the element 12 'to receive a panel 1 on the rising side.

De la même manière, l'élément 13' possède des lattes 26' et 27' qui possèdent des feuillures 28', 29' et 35' dont l'angle rentrant est inversé par rapport aux feuillures respectives 28, 29 et 34 de l'élément 13. Ainsi l'élément 13' peut recevoir un panneau 1 du côté des traverses saillantes.In the same way, the element 13 'has slats 26' and 27 'which have rebates 28', 29 'and 35' whose reentrant angle is inverted with respect to the respective rabbets 28, 29 and 34 of the element 13. Thus the element 13 'can receive a panel 1 on the side of the projecting crosspieces.

L'angle en bas à gauche de la Figure 8 possède un élément d'angle 13 identique à l'angle en haut à gauche configuré pour recevoir un panneau 1 du côté des traverses saillantes. Par contre, cet angle possède un élément 12'' configuré pour recevoir un panneau 1 du côté montant et s'assembler à un élément 13. Ainsi l'élément 12'' possède des lattes 15' et 16' identiques aux angles de côté droit et une latte 14 identique à l'angle supérieur gauche.The bottom left corner of the Figure 8 has an angle element 13 identical to the angle at the top left configured to receive a panel 1 on the side of the projecting crosspieces. By cons, this angle has an element 12 '' configured to receive a panel 1 on the up side and assemble to an element 13. Thus the element 12 '' has slats 15 'and 16' identical to the right-hand angles and a latte 14 identical to the upper left corner.

Les montages de chaque angle sont identiques, seuls les angles des feuillures des parties d'angle peuvent varier d'un angle à l'autre.The mountings of each corner are identical, only the angles of the rabbets of the corner portions can vary from one angle to another.

Afin de pouvoir monter le bâtiment, on fixe sur la dalle de béton d, la lisse basse LB qui fixe la structure du bâtiment. Ensuite, on commence par disposer des premiers éléments d'angle 12 et 13 dans un premier angle. On pourra ensuite aisément emboîter les panneaux 1 les uns dans les autres afin de constituer les parois du bâtiment.In order to be able to assemble the building, the low slab LB, which fixes the structure of the building, is fixed on the concrete slab. Then we start by arranging the first corner elements 12 and 13 in a first angle. It will then be easy to fit the panels 1 into each other to form the walls of the building.

Sur la Figure 8a, on peut voir que l'on a représenté une variante de la Figure 8, suivant laquelle un poteau d'angle Pangle représente la combinaison des pièces 12, 14, 16, 19 et 24 de la Figure 8, et un poteau interne Pint vient se placer dans l'espace entre les pièces Pangle, 26 et 30.On the Figure 8a it can be seen that a variant of the Figure 8 , according to which a corner post P angle represents the combination of parts 12, 14, 16, 19 and 24 of the Figure 8 , and an internal pole P int is placed in the space between the parts P angle , 26 and 30.

Si l'on se réfère aux Figures 10 à 13, on peut voir que l'on a représenté un deuxième mode de réalisation d'un panneau structural modulaire 100 selon la présente invention. On en décrira que les éléments de ce deuxième mode de réalisation qui diffèrent de ceux du premier mode de réalisation, les éléments communs conservant les mêmes chiffres de référence.If we refer to Figures 10 to 13 it can be seen that a second embodiment of a modular structural panel 100 according to the present invention has been shown. It will be described that the elements of this second embodiment which differ from those of the first embodiment, the common elements retaining the same reference numerals.

Les traverses 6A, 6B, 6C et 6D sont remplacées par des traverses 106A, 106B, 106C et 106D qui sont constituées chacune par deux tiges latérales 137 reliées entre elles par un élément de liaison 138.The sleepers 6A, 6B, 6C and 6D are replaced by crosspieces 106A, 106B, 106C and 106D which each consist of two lateral rods 137 interconnected by a connecting element 138.

Chacune des tiges latérales 137 présente extérieurement la partie tenon 8 destinée à coopérer avec une rainure 9 des faces internes des panneaux 2 et 3.Each of the lateral rods 137 externally has the stud portion 8 intended to cooperate with a groove 9 of the inner faces of the panels 2 and 3.

L'élément de liaison 138 est disposé au voisinage du bord du panneau 100 d'où les traverses 106A à 106D font saillie. Il consiste en une vis à deux pas de vis inversés 138a, 138b (voir Figure 12), fixés chacun par son extrémité à une tige 137 de la traverse associée, une manoeuvre de la partie centrale 138c permettant un réglage de l'écartement des deux tiges 137 de la traverse associée, et, par là, des deux panneaux 2 et 3.The connecting element 138 is disposed near the edge of the panel 100 from which the crosspieces 106A to 106D protrude. It consists of a screw with two inverted screw steps 138a, 138b (see Figure 12 ), each fixed at its end to a rod 137 of the associated cross member, a maneuvering of the central portion 138c allowing adjustment of the spacing of the two rods 137 of the associated cross member, and thereby the two panels 2 and 3 .

Le montant 7 est remplacé par le montant 107 qui est constitué par deux tiges latérales 139 reliées entre elles par des éléments de liaison 140.The amount 7 is replaced by the amount 107 which is constituted by two lateral rods 139 interconnected by connecting elements 140.

Chacune des tiges 139 présente extérieurement la partie tenon 10 destinée à coopérer avec la partie rainure 11 des faces internes des deux panneaux 2 et 3.Each of the rods 139 externally has the tenon portion 10 intended to cooperate with the groove portion 11 of the inner faces of the two panels 2 and 3.

Les éléments de liaison 140 sont au nombre de quatre et régulièrement répartis sur toute la hauteur du panneau 100 vu dans sa position de montage. Chaque élément de liaison consiste en une vis à deux pas de vis inversé 140a, 140b (voir Figure 12), fixés chacun par son extrémité à une tige 139 du montant 107, une manoeuvre de la partie centrale 140c, permettant un réglage de l'écartement des deux tiges 139 et par là des deux panneaux 2 et 3.The connecting elements 140 are four in number and evenly distributed over the entire height of the panel 100 seen in its mounting position. Each connecting element consists of a screw with two inverted screw pitches 140a, 140b (see FIG. Figure 12 ), each fixed at its end to a rod 139 of the upright 107, a maneuver of the central portion 140c, allowing adjustment of the spacing of the two rods 139 and thereby the two panels 2 and 3.

De la même manière que pour le panneau 1, les différents éléments constituant le panneau 100, tels que les tiges de liaison 137 et 139 ainsi que les vis 138 et 140 seront réalisés en bois.In the same way as for the panel 1, the various elements constituting the panel 100, such as connecting rods 137 and 139 as well as the screws 138 and 140 will be made of wood.

Si l'on se réfère à la Figure 14, on a représenté un bâtiment B' dont les parois ont été construites à l'aide d'un ensemble de panneaux 100 selon le deuxième mode de réalisation.If we refer to the Figure 14 there is shown a building B 'whose walls have been constructed using a set of panels 100 according to the second embodiment.

Sur les arrachements représentés sur la Figure 14, on peut voir la position de différentes traverses 106B, 106C et 106D ainsi que des montants 107. A des fins de commodité de représentation les vis de liaison 138 et 140 sont représentées sans leurs filetages.On the cutaways represented on the Figure 14 the position of different crosspieces 106B, 106C and 106D as well as uprights 107 can be seen. For the sake of convenience, the connecting screws 138 and 140 are shown without their threads.

Si l'on se réfère la Figure 15, on a représenté une vue en coupe horizontale à travers les murs du bâtiment B' de la Figure 12. On ne décrira pas à nouveau les éléments d'angle qui sont identiques à ceux décrits pour le premier mode de réalisation.If we refer to Figure 15 , there is shown a horizontal sectional view through the walls of building B 'of the Figure 12 . The corner elements which are identical to those described for the first embodiment will not be described again.

Si l'on se réfère aux Figures 16 et 17, on a représenté un troisième mode de réalisation d'un panneau structural modulaire 200 selon la présente invention. On en décrira que les éléments de ce troisième mode de réalisation qui diffèrent de ceux des premier et deuxième modes de réalisation, les éléments communs conservant les mêmes chiffres de référence.If we refer to Figures 16 and 17 there is shown a third embodiment of a modular structural panel 200 according to the present invention. It will be described that the elements of this third embodiment which differ from those of the first and second embodiments, the common elements retaining the same reference numerals.

Les traverses 106A, 106B, 106C et 106D sont remplacées par des traverses 206A, 206B, 206C et 206D qui sont constituées chacune par deux tiges latérales 237 reliées entre elles par un élément de liaison 238 de type taquet.The crosspieces 106A, 106B, 106C and 106D are replaced by crosspieces 206A, 206B, 206C and 206D which are each constituted by two lateral rods 237 interconnected by a connecting element 238 of cleat type.

Chacune des tiges latérales 237 présente extérieurement la partie tenon 8 destinée à coopérer avec une rainure 9 des faces internes des panneaux 2 et 3.Each of the lateral rods 237 externally has the stud portion 8 intended to cooperate with a groove 9 of the inner faces of the panels 2 and 3.

L'élément de liaison 238 est disposé au voisinage du bord du panneau 200 d'où les traverses 206A à 206D font saillie. Chaque tige latérale possède une rainure 241 qui est formée sur seulement une partie de ladite tige latérale, dans la partie supérieure de la tige. La rainure 241 est formée du côté opposé au côté sur lequel se trouve le tenon 8. Chaque élément de liaison 238 possède à chacune de ses extrémités un tenon 242 apte à coopérer avec une rainure 241. Les tenons 242 sont insérés dans les rainures correspondantes de chaque tige latérale opposée et viennent en butée contre le fond de chaque rainure. Chaque rainure 241 et chaque tenon 242 forment un ensemble de liaison de type queue d'aronde.The connecting element 238 is disposed in the vicinity of the edge of the panel 200 from which the crosspieces 206A to 206D project. Each side shank has a groove 241 which is formed on only a portion of said shank in the upper portion of the shank. The groove 241 is formed on the opposite side to the side on which is the tenon 8. Each connecting element 238 has at each of its ends a pin 242 adapted to cooperate with a groove 241. The pins 242 are inserted into the corresponding grooves of each opposing lateral rod and abut against the bottom of each groove. Each groove 241 and each stud 242 form a dovetail type connection assembly.

Le montant 107 est remplacé par le montant 207 qui est constitué par deux tiges latérales 239 reliées entre elles par des éléments de liaison 240 de type taquet. Chacune des tiges 239 présente extérieurement la partie tenon 10 destinée à coopérer avec la partie rainure 11 des faces internes des deux panneaux 2 et 3.The amount 107 is replaced by the amount 207 which is constituted by two lateral rods 239 interconnected by connecting elements 240 of cleat type. Each of the rods 239 externally presents the part tenon for cooperating with the groove portion 11 of the inner faces of the two panels 2 and 3.

Les éléments de liaison 240 sont au nombre de quatre et régulièrement répartis sur toute la hauteur du panneau 200 vu dans sa position de montage. Chaque tige latérale possède quatre encoches 243. Ces encoches vont en se rétrécissant de leur base vers leur sommet qui débouche dans l'espace interne des panneaux entre les faces 2 et 3. Les encoches 243 ne sont pas réalisées sur l'épaisseur entière de la tige latérale 239 à laquelle elles appartiennent. Chaque élément de liaison 240 possède à chacune de ses extrémités un tenon 244 apte à coopérer avec les encoches 243 de chaque tige latérale 239. Chaque tenon sera inséré dans les encoches et viendra en butée contre le fond de celles-ci. Chaque encoche 243 et chaque tenon 244 forment un ensemble de liaison de type queue d'aronde. La face extérieure des éléments de liaison 240 vient affleurer la face extérieur des tiges 239 sur l'extrémité qui recevra les traverses en saillie du panneau suivant lors de l'assemblage de ceux-ci.The connecting elements 240 are four in number and regularly distributed over the entire height of the panel 200 seen in its mounting position. Each lateral rod has four notches 243. These notches are narrowing from their base to their summit which opens into the internal space of the panels between the faces 2 and 3. The notches 243 are not made on the entire thickness of the lateral rod 239 to which they belong. Each connecting element 240 has at each of its ends a pin 244 adapted to cooperate with the notches 243 of each lateral rod 239. Each pin will be inserted into the slots and will abut against the bottom thereof. Each notch 243 and each stud 244 form a dovetail type connection assembly. The outer face of the connecting elements 240 is flush with the outer face of the rods 239 on the end which will receive the projecting crosspieces of the next panel during assembly thereof.

De la même manière que pour les panneaux 1 et 100, les éléments des panneaux 200, tels que les tiges 237 et 239 et les éléments de liaison 238 et 240 sont réalisés en bois.In the same way as for the panels 1 and 100, the elements of the panels 200, such as the rods 237 and 239 and the connecting elements 238 and 240 are made of wood.

Claims (14)

  1. Modular structural panel (1; 100; 200) intended to be part of an interior or exterior wall of a building (B), wherein the structural panel comprises two facade panels (2, 3) parallel to each other, and wherein the two facade panels (2, 3) are connected by at least a first spacer or upright (7; 107; 207) extending in a first direction of the structural panel and by a set of second spacers or cross-members (6A, 6B, 6C, 6D, 106A, 106B, 106C, 106D, 206A, 206B, 206C, 206D) extending in a second direction, perpendicular to the first direction, wherein the cross-members may be formed by two lateral strips (6A1, 6A2; 6B1, 6B2; 6C1, 6C2; 6D1, 6D2), whose external longitudinal faces may be fixed against the opposite internal faces of the facade panels, characterized in that the second spacers or cross-members (6A, 6B, 6C, 6D, 6A, 106A, 106B, 106C, 106D, 206A, 206B, 206C, 206D) protrude from an edge of the structural panel by a distance D and the at least a first spacer (7; 107; 207) extends backwards from the opposite edge of the structural panel (1; 100; 200) by a distance D' that is at least equal to the distance D, to allow the interlocking of the protruding parts in the intermediate space between this first spacer (7; 107; 207) and its neighboring edge of an adjacent panel in the building.
  2. Modular structural panel (1; 100; 200) according to claim 1, characterized in that it comprises a single first spacer (7; 107; 207), which forms a vertical upright of the structural panel (1; 100; 200) in the mounting position, and is located at a distance D from the nearest edge of the structural panel, wherein the set of second spacers (6A, 6B, 6C, 6D, 106A, 106B, 106C, 106D, 206A, 206B, 206C, 206D) constitute horizontal crossbars abutting against the vertical upright (7; 107; 207) in the mounting position.
  3. Structural panel (1; 100; 200) according to one of claims 1 and 2, characterized in that the spacers (6A, 6B, 6C, 6D, 106A, 106B, 106C, 106D, 206A, 206B, 206C, 206D) are connected to the two facade panels (2, 3) by interaction of the ribs/grooves (8) formed in the opposite sidewalls of the spacers (6A, 6B, 6C, 6D; 106A, 106B, 106C, 106D; 206A, 206B, 206C, 206D) with grooves/ribs (9) formed in the opposite internal faces of the two facade panels (2, 3), in particular by interaction of ribs (8) formed in the opposite sidewalls of the spacers (6A, 6B, 6C, 6D, 106A, 106B, 106C, 106D, 206A, 206B, 206C, 206D) with grooves (9) formed in the opposite internal faces of the two facade panels (2, 3).
  4. Modular structural panel (1; 100; 200) according to claim 3, characterized in that the assembly of the spacers (6A, 6B, 6C, 6D, 106A, 106B, 106C, 106D, 206A, 206B, 206C, 206D) and the two facade panels (2, 3) is a tenon/mortise type assembly, in particular a dovetail assembly.
  5. Modular structural panel (1) according to one of claims 1 to 4, characterized in that the spacers (6A, 6B, 6C, 6D, 7) are solid elements.
  6. Modular structural panel (100) according to one of claims 1 to 4, characterized in that the spacers (106A, 106B, 106C, 106D, 107) are each constituted by two lateral rods (137, 139) whose longitudinal external faces are able to be fixed against the opposite internal faces of the facade elements and which may be brought together by at least one connecting element (138, 140) perpendicular to the rods (137, 139) and advantageously adjustable in length to allow to adjust the spacing of the two facade panels.
  7. Modular structural panel (100) according to claim 6, characterized in that the connecting elements (138, 140) are screws having inverse screw threads allowing the two facade panels of (2, 3) to be separated or brought together by a single movement.
  8. Modular structural panel (200) according to one of claims 1 to 4, characterized in that the, or each, first spacer (207) is intended to constitute a vertical upright of the panel in the mounting position, while the second spacers (206A, 206B, 206C, 206D) each constitute a horizontal cross-member in the mounting position, wherein each cross-member is constituted by two lateral rods (237, 239) whose outer longitudinal faces are intended to be applied and fixed against the opposite inner faces (2, 3) of the facade elements, and which have notches (241, 243) along their inner longitudinal faces for the installation of cleat-type elements (238, 240).
  9. Modular structural panel (1; 100; 200) according to one of claims 1 to 8, characterized in that the facade panels have recesses (4, 5) along their edges allowing rabbet-type interlocking type of the panel with a neighboring panel in the building (B) having a rabbet with a complementary shape.
  10. Modular structural panel (1; 100; 200) according to one of claims 1 to 9, characterized in that the facade panels (2, 3) are constituted by a succession of at least two slats (2A, 2B, 2C, 3A, 3B, 3C), in particular interlocking with each other through rabbet-type interlocking.
  11. Modular structural panel (1; 100; 200) according to one of claims 1 to 10, characterized in that a facade panel intended to be placed outside in the mounting position has an extension (3a) pointing downwards in the mounting position.
  12. Modular structural panel (1; 100; 200) according to one of claims 1 to 11, characterized in that it encloses an insulating material in at least one internal region thereof between the spacers (6A, 6B, 6C, 6D, 106A, 106B, 106C, 106D, 206A, 206B, 206C, 206D, 7, 107, 207).
  13. Modular structural panel (1; 100; 200) according to one of claims 1 to 12, characterized in that the facade panels (2, 3) are of wood, wherein the direction of the wood fibers is advantageously arranged to be vertical in the mounting position of the vertical facade panels (2, 3).
  14. Assembly for the construction of a building comprising:
    - modular structural panels (1; 100; 200) as defined in one of claims 1 to 13;
    - panels (12, 12', 12", 13, 13') forming corners of the building comprising, for each corner:
    - two outer panels (14, 14', 15, 15') one of whose edges is beveled to form the actual external corner and an inner panel (16, 16') parallel to one of the outer panels (15, 15') and connected thereto by a vertical cross member (19) through a dovetail assembly;
    - an external panel (26, 26') to be in the extension of one of the two aforementioned external panels (14, 14', 15, 15'), and an internal panel (27, 27') parallel and assembled thereto by a vertical cross-member (30) through a dovetail assembly;
    - a corner post (24) disposed in a cavity formed by the outer panels (14, 14', 15, 15', 26, 26') and the inner panels (16, 16', 27, 27') or
    - a corner post (Pangle) on which a facade panel (2) may be adapted;
    - an external panel (26) intended to fit on the corner post (Pangle) perpendicular to the facade panel (2) and an internal panel (27) parallel and assembled thereto by a vertical cross-member (30) through a dovetail assembly; and
    - an internal post (Pint) which is disposed in a cavity formed by the corner post (Pangle), the external panel (26) and the cross-member (30), and on which a facade panel (3) may be adapted;
    - a sill plate (LB) on which the modular structural panels (1; 100; 200) will rest and a tie plate (LC) positioned on the top of the modular structural panels in the mounting position, wherein the sill plate and the tie plate follow the walls of the building.
EP17198534.4A 2016-10-26 2017-10-26 Modular structural panel and assembly comprising such panels for constructing a building Not-in-force EP3323951B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1660372A FR3057883B1 (en) 2016-10-26 2016-10-26 MODULAR STRUCTURAL PANEL AND ASSEMBLY CONTAINING SUCH PANELS FOR THE CONSTRUCTION OF A BUILDING

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EP3323951A1 EP3323951A1 (en) 2018-05-23
EP3323951B1 true EP3323951B1 (en) 2019-06-19

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EP17198534.4A Not-in-force EP3323951B1 (en) 2016-10-26 2017-10-26 Modular structural panel and assembly comprising such panels for constructing a building

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US (1) US20180112397A1 (en)
EP (1) EP3323951B1 (en)
CA (1) CA2983952A1 (en)
FR (1) FR3057883B1 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10612235B2 (en) * 2018-01-04 2020-04-07 Jon PUES Energy wall stud member and construction system
BR102019015543B1 (en) * 2019-07-29 2023-05-02 Jose Costa MODULAR CONSTRUCTION SYSTEM BY FITTING AND LOCKING PARTS
EP3779084B1 (en) * 2019-08-13 2021-10-06 SWISS KRONO Tec AG Wooden panel element and use of decorative panels
CN112095834B (en) * 2020-07-18 2021-10-08 温州博润建设有限公司 Novel house building wall structure
CN112523454A (en) * 2020-11-26 2021-03-19 东莞格美智宅建筑装饰有限公司 House building method
GB2602298A (en) * 2020-12-22 2022-06-29 Woodlands Home & Garden Group Ltd Modular building

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Publication number Priority date Publication date Assignee Title
FR492508A (en) * 1916-04-06 1919-07-10 Dixie House Company Construction of buildings by means of sections
CH484339A (en) * 1968-09-27 1970-01-15 Huesler Balthasar Wall element made of wood, in particular for facades, process for its production and use of the wall element
US8141313B2 (en) * 2007-10-05 2012-03-27 Dagher Habib J Interlocking roofing panel system
ITTN20130001A1 (en) * 2013-02-13 2014-08-14 Bertagnolli Afg Srl PROCEDURE FOR THE REALIZATION OF PREFABRICATED WOOD WALLS COMPOSED BY TWO ASSETS IN VERTICAL TABLES, DISTANCED AND CONNECTED BETWEEN THEM BY HORIZONTAL RIBS WITH SWINGED TAIL.

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Also Published As

Publication number Publication date
FR3057883B1 (en) 2020-11-06
FR3057883A1 (en) 2018-04-27
EP3323951A1 (en) 2018-05-23
US20180112397A1 (en) 2018-04-26
CA2983952A1 (en) 2018-04-26

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