WO2009074657A1 - Complete construction system for quick-assembly of a building and comprising a construction member with accessories thereof, and method for assembling them - Google Patents

Complete construction system for quick-assembly of a building and comprising a construction member with accessories thereof, and method for assembling them Download PDF

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Publication number
WO2009074657A1
WO2009074657A1 PCT/EP2008/067348 EP2008067348W WO2009074657A1 WO 2009074657 A1 WO2009074657 A1 WO 2009074657A1 EP 2008067348 W EP2008067348 W EP 2008067348W WO 2009074657 A1 WO2009074657 A1 WO 2009074657A1
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WO
WIPO (PCT)
Prior art keywords
construction
construction element
buttresses
building
core
Prior art date
Application number
PCT/EP2008/067348
Other languages
French (fr)
Inventor
Arnaud Marie Aleaume Lallemand
Original Assignee
Arnaud Marie Aleaume Lallemand
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Publication date
Application filed by Arnaud Marie Aleaume Lallemand filed Critical Arnaud Marie Aleaume Lallemand
Publication of WO2009074657A1 publication Critical patent/WO2009074657A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00Building elements of block or other shape for the construction of parts of buildings
    • E04C1/40Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/61Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612Connections 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
    • E04B1/6145Connections 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 recesses in both frontal surfaces co-operating with an additional connecting element
    • E04B1/6158Connections 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 recesses in both frontal surfaces co-operating with an additional connecting element the connection made by formlocking
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202Details of connections
    • E04B2002/0243Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0252Dovetail keys

Definitions

  • the present invention relates to a complete building system for rapid assembly of buildings, comprising a construction element with its accessories and assembly methods.
  • the cinder block generally heavy material requires a mortar, and moreover complementary insulation and / or finishes involving a large workforce.
  • Wood construction using the planking technique uses heavy-duty custom-made materials, which settle over time and do not allow the easy passage of pipes (electricity, plumbing) without the need for doubling or pre-drilling.
  • the timber frame involves either a complete assembly on the site with locally adapted materials and a large workforce, ie pre-construction of entire wall sections in the workshop and their assembly on site with significant resources. lifting. Some of these constructions are not modular and require finishing coatings intrinsic to their technique without variation possible.
  • Patent GB 1 181 857 discloses prefabricated panels for construction to be assembled together, with a coating material, in particular metal.
  • a disadvantage of this type of construction is that the panels are large, difficult to transport and maneuverable on a building site, their height corresponding to the height of the building ceiling.
  • the present invention overcomes the disadvantages of these different construction techniques: weight, insulation, passage of networks, labor and technical means of implementation.
  • the present invention is a complete construction system with its accessories for treating all singular points. 4. Presentation of the invention
  • the subject of the present invention is, according to one of its aspects, an element of construction intended to be assembled with a similar building element for the construction of a building, this building element being characterized in that it comprises:
  • a body in particular of substantially parallelepipedal shape, having a front face, a rear face, two lateral faces, an upper face and a lower face, the body comprising: i) a core or at least two blades of an insulating material, in particular rigid or semi-rigid, and ii) at least one or two wings of solid material vertically embedded in the core or between the blades, flush, on each side face of the building element and over the entire height of the construction element, a vertical groove, having, in cross section, a shape configured to allow a lateral retention of a keel which would slide axially in the groove, at least two buttresses, in particular vertical, solid material, assembled on the front and rear faces of the building element and the same height as the building element, the buttresses being anchored on the wings, maintaining the soul or the blades and contributing to the strength of the framework,
  • the building element which can be of type breeze block, may have all or part of the following advantages: modular, ultra insulating, very light, stackable and nestable, very easy to position by a single man, requiring neither mortar nor means of lifting. Thanks to the invention, it is possible to combine the extreme modularity of the capping block materials with the rapid implementation of machined wood frame constructions.
  • the depth of the groove of the slide may be between 10 mm and 100 mm, in particular between 20 mm and 75 mm, for example equal to about 25 mm.
  • the groove of the slide can for example itself be grooved right and left over its entire height by two small grooves sufficiently far from the outer edge to allow solidity of the remaining tabs.
  • a thickness of the remaining tabs greater than about 5 mm, or even greater than or equal to 7 mm.
  • all the grooves may for example form in cross section a kind of cross.
  • the crossmember (s) may be cut off from one of their upper angles to half the thickness, thereby forming one or more L-shaped rails.
  • the core or the blades can be made of a light material and very strongly thermal and acoustic insulation, especially wood fiber.
  • the design of the building elements according to the invention makes it possible to vary the thickness of the insulating core or insulating strips according to the desired insulation performance.
  • the buttresses can be fixed by conventional means, in particular by screwing, bolting, or behind the scenes.
  • the buttresses especially vertical which consist for example of parallelepiped solid parts, can be affixed to each end of the front and rear faces of the construction element.
  • the buttresses can be a complement of vertical frame, in addition to the scenes.
  • the sleepers or rails including horizontal can be fixed, particularly at regular intervals, on the buttresses, the top crossbar can be shifted to overlap a construction element that would be disposed above the element of construction to which it is attached, that we can name the element of higher construction.
  • the assembly can be reinforced with screws at the overlap.
  • the lowest cross member could be overlapped with the lower construction element.
  • the sleepers can be a horizontal framework.
  • the sleepers can be arranged to form a hanging system for any kind of finish (clapboard, panels intended to receive for example wallpaper, paint, tile or plaster ...) and to secure walls.
  • the sleepers are arranged to simply receive screwed panels, or they are arranged so that one comes to embed on these sleepers cross or reversed rails, fixed on a finishing panel or on a piece of construction element to lean against a wall.
  • the sleepers can slide on one another which allows the easy implementation of the clapboard and the replacement of a clap if necessary without disassembling the entire surface of the wall.
  • the invention thus makes it possible to have an unlimited choice of finishing coatings.
  • the construction element may consist of a substantially parallelepiped block.
  • the construction element may comprise, for example:
  • Such a building element can be a basic building element for building the walls of the building.
  • Other building elements are included in the invention for treating particular points of the construction.
  • the construction element may have the following characteristics:
  • the slide is a single piece of a height adapted to the weight of the structure that the building element must support, to support frames, joists or the roof structure, - the buttresses form continuous reinforcements on the entire width of the construction element so that they can support the buttresses of higher construction elements when these are offset from the buttresses of lower construction elements, this construction element being arranged to serve as lintel or sandpit.
  • the lower face of the lintel can receive a shutter and / or a finish coating set by traditional methods.
  • the construction element can have the following characteristics:
  • the slide is a single piece formed at right angle
  • the blades of insulating material located on either side of the slide are formed at right angles, - two vertical buttresses arranged on each outer face of the bracket and an angled buttress disposed in the interior of the angle of the square, anchored in the slide are arranged to maintain the insulating blades,
  • the soul or the blades may or may be amputated from one or more vertical cylindrical spaces.
  • the construction element is arranged to serve as a technical column block and pass the pipes which are thus isolated in fact from a thermal and acoustic point of view.
  • the vertical passage of the networks (electricity, VDI (Voice Networks Images Images), plumbing) between two building elements can be done in the free space left between the buttresses.
  • trenches can be formed through the web or blades between the slide (s) and the buttresses and protruding from them, to allow the horizontal passage of the networks, in particular electricity networks, VDI, plumbing, from one building element to another.
  • intermediate slides may be included in the insulating core.
  • the construction element may comprise at least two juxtaposed intermediate slides in the core or in the blades, so that the spacing of the slides does not exceed the maximum spacing provided by the frame construction standards.
  • Another object of the invention is, according to another of its aspects, an assembly system making it possible to construct walls from a plurality of building elements as defined above. assembly that can be characterized by what it includes:
  • the keel may be staggered relative to the sheath, so that it solidifies two or more rows of two contiguous building elements in height, the assembly system being such that the construction elements can be placed in position. one or more upper rows by nesting them on the projecting keels, and so on, all the sleeves and stacked keels constituting a solid and supporting frame.
  • the uppermost beam may be positioned to extend above an upper face of the web or blades such that the beam overlaps the upper structural member, the assembly being reinforced by screw at the overlap of the sleepers of the lower building element on the buttresses or reinforcements of the upper building element.
  • the invention also relates, according to another of its aspects, to an assembly method comprising the following steps:
  • keel having, in cross section, a shape complementary to that of the sleeve so as to align and to secure the two construction elements.
  • the keel can be staggered with respect to the sheath so that it secures two or more rows of two contiguous building elements in height.
  • the building elements of one or more upper rows can be placed by fitting them on the protruding keels, and so on, all the sleeves and stacked keels constituting a solid and supporting frame.
  • the keel is constituted, with the sheath, the vertical frame of the building.
  • the method of assembly of the building elements also allows continuity of insulation avoiding thermal bridges.
  • Another aspect of the invention is, according to one of its aspects, a method of fixing a wall end, the backside of a panel or a vertical or horizontal clapboard on a construction element, the process that can be characterized in that it comprises the step of embedding on at least one cross member of a building element, in particular a cross member amputated from one of its upper corners to half of the thickness, a second crosspiece , in particular horizontal, exactly complementary, in particular amputated from one of its lower angles on half of its thickness and on the same height as the crossbar, said second reversed crossbar being itself fixed opposite a wall end, from the back of a vertical or horizontal panel or bend.
  • Such a fixing method allows the fixing of internal coatings or partitions.
  • FIGS. 3, 4 and 5 schematically show the detail of a grooved part called slide, in cross section, longitudinal and in three dimensions
  • FIG. 6 shows schematically the detail of a profiled part, called keel, in cross-section, longitudinal and in three dimensions
  • FIG. 9 and 10 show schematically two construction elements assembled by a keel, seen in section from above and in three dimensions
  • FIG. 12 schematically shows the technique of assembling an element of a wall to an element of another wall
  • FIG. 14 schematically shows an accessory of the sectional construction element seen from above, called a lintel or sandpit
  • FIG. 15 schematically shows an accessory of the sectional construction element seen from above, called corner block
  • FIG. 16 schematically shows an accessory of the sectional construction element seen from above, called the technical column block,
  • FIG. 17 schematically shows an accessory of the three-dimensional construction element, called a gateway block
  • the construction element 1 consists of a block of substantially parallelepiped shape.
  • the construction element 1 comprises a body extending along the axis X comprising a core 2 of a rigid or semi-rigid material, being in this example a light material and very strongly insulating thermal and acoustic.
  • the core 2 of the construction element 1 can incorporate a rain shield on at least one, including two, of its outer walls 52 constituting the front and rear faces of the body of the building element.
  • This core may have a much smaller thickness if the construction element 1 is used for an interior wall or partition, for example a thickness of about 120 mm.
  • the core 2 may have two lateral faces at least partially forming the lateral faces 50 and 51 of the construction element 1.
  • the body of the construction element 1 also comprises two slides 3, illustrated in isolation in FIGS. 3 to 5, of shape, for example substantially parallelepipedal, made in particular of solid material, for example of wood, in particular of solid wood.
  • Each of the slides 3 may have the following indicative dimensions: height of 250 mm, width of 50 mm and thickness of 80 mm.
  • the slides 3, in the example considered, are flush with the surface of the construction element, on the two opposite lateral faces 50 and 51 opposite thereof. They are surrounded on three of their sides 53, 54 and 55 by the core 2 while the fourth side 56 is flush with the surface of the lateral face 50 or 51 of the construction element 1.
  • These slides 3 each comprise a groove 4 made over their entire height.
  • the vertical groove 4 is, in this example, centered with respect to the side 56 of the slide and may be 30 mm wide and 25 mm deep.
  • This groove 4 is, in this example, itself grooved on its sides 58 and 59, especially right and left, over its entire height by two small grooves 5. These two small grooves 5 are centered relative to the sides 58 and 59 of the groove 4 in the example considered.
  • the grooves 4 or 5 or some of them are not centered on the sides on which they open.
  • the two small grooves 5 can be wide, for example, 10 mm and 5 mm deep. However, they will be sufficiently far away from the outer edge to maintain good strength of the remaining tabs 6.
  • the remaining tabs 6 consist of the portion of the side 58 or
  • the grooves 4 and 5 are arranged so as to draw in cross section or on the upper faces of the parallelepipedal pieces, a kind of cross in hollow.
  • Other forms of groove cross sections may be envisaged without departing from the scope of the invention, as described below with reference to FIGS. 18 to 25, provided that they allow lateral retention of an element such as a keel that slides axially along the X axis in the groove.
  • the slides 3 may be centered with respect to the thickness of the building element 1 but not necessarily.
  • the two wings 3 serve to hang two building elements 1 between them arranged side by side and are part of the centerpieces of the frame walls.
  • On each lateral face 50 or 51 of the construction element it comprises a single slide, in the illustrated example, but it could comprise at least two slides on at least one lateral face 50 or 51 without departing from the scope of FIG. the invention.
  • the construction element 1 also comprises, in the example in question, several, in particular four, vertical buttresses 7 consisting of parallelepipedal pieces of a solid material, for example of wood, in particular solid wood, assembled on the right and on the left front and rear faces 52 of the body of the building element and of the same height as the construction element 1.
  • the buttresses 7 are fixed for example by usual means (screwing, bolting, etc.) so as to allow to come to anchor on the slides 3 and maintain the core 2.
  • These buttresses 7 may for example have a height of 250 mm as the construction element 1, a width of 50 mm and a thickness of 25 mm. These buttresses 7 contribute to the strength of the construction element 1 and strengthen the framework of the construction.
  • the construction element 1 further comprises crosspieces 8, in particular horizontal, of 60 mm in height and 25 mm in thickness for example, more visible in Figure 2.
  • the cross members 8 are amputated one of their upper angles 9 on the half of the thickness, for example 1.25 mm thick and 15 mm high, thus forming L-shaped rails.
  • the previous buttresses 7 are fixed with one or more cross-members 8 facing each other. of the construction element 1 and for example over its entire width, for example 500 mm, for example by conventional means (screwing, bolting ).
  • the uppermost cross member 8a can be positioned to extend above the top wall 60 of the core 2 so as to overlap a construction element 1 which would be disposed above the construction element 1 on which the cross member 8a is fixed. Conversely, it could be ensured that the lowest crossmember 8 overlaps a construction element 1 which would be disposed below the construction element 1 on which the crossmember is fixed.
  • These sleepers 8 have several functions and in particular allow easy gripping of the construction element 1 during implementation and allow to fix finishing coatings or lean walls.
  • a sleeve 10 in which a solid part called the keel 11, made of wood, for example, is inserted by force from above.
  • This keel 11, illustrated in isolation in FIGS. 6 to 8, has exactly the complementary profile of all the grooves 4 and 5 of a sheath 10, that is to say a high parallelepiped block 12 with two tongues 13 on each of the two opposite sides corresponding to the four small grooves 5 of the sleeve 10. It is dimensioned and in particular has a height such that it fills the sleeve 10 with more than one, for example two or more construction elements 1 arranged one above others and can overtake them.
  • each keel 11 thus staggered allows to align and secure two or more rows of two contiguous building elements 1.
  • This keel 11 is integral with the construction elements 1 because the internal grooves 5 of the sleeve 10 prevent horizontal pulling. The keel 11 can not tear out vertically because of its close cooperation with the sheath 10.
  • the structure of the building elements 1 and their assembly make it possible to obtain continuity of insulation and thus to avoid thermal bridges.
  • the set of sleeves 10 and pins 11 stacked is a solid frame and carrier, section 80 mm per 100 mm by way of non-limiting example, reinforced by the stacking of the buttresses 7.
  • the assembly can be further reinforced by putting screws at the overlap point of the cross members 8a of the lower building element 1 on the buttresses 7 of the upper construction element 1.
  • intermediate sleeves should be included in the insulating core 2.
  • FIG. 12 there is described a way of connecting a wall of slit or an inner partition 17a backed (e) to an outer wall 17b or another wall or a partition wall.
  • Each building element 1 of one of the walls or partitions is arranged next to a construction element 1 of the other wall or partition and anchored thereto by its ends consisting of the slide 3 and the buttresses 7 fixed. on the sleepers 8 of the other wall or partition, as shown.
  • These inverted rails 18 having the same spacing as that of the rails 8 are embedded on the rails 8 exactly complementary to the face of the construction element 1.
  • the crosspieces 8 also make it possible to fix any kind of interior and exterior finish coating: either vertical or horizontal cladding 19 provided on their reverse of reversed rails 18 according to the same method as described with regard to of Figure 12, any other type of panel 20 screwed to receive for example wallpaper, paint, tile or plaster.
  • the window and door frames can be finished in the same way by fixing rails 8 on the slides 3 and the buttresses 7 which constitute the solid parts for receiving clapboards 19 or any other finishing coating 20.
  • the rails sliding on one another allow the easy implementation of clapboard and replacement of a clap if necessary without removing the entire surface of the wall.
  • the building element 21 illustrated in Figure 14 has been reinforced and can be used as lintel or sandpit.
  • the main difference with the construction element 1 previously described is the replacement of the single core 2 by two blades 23 of a similar material.
  • the blades 23 are separated from each other by a single double slide 22 passing through the construction element 21 over its entire length and grooved at each of its ends by the grooves 4 and the small grooves 5 as described above.
  • the double slide 22 may have a variable height depending on the weight of the structure that the construction element 21 must support.
  • the double slide 22 allows to support new frames, joists or the roof structure.
  • a continuous reinforcement 24 over the entire width replaces the vertical buttresses 7 to support the buttresses 7 of the upper construction elements when offset from the buttresses 7 of the lower elements.
  • one or more horizontal crosspieces cut off from one of their upper angles 9 over half of the thickness form L-shaped rails fixed to the reinforcement 24 facing the construction element 21 and on all its length.
  • the lower face of the lintel can receive a shutter and / or a finish coating set by traditional methods.
  • the construction element 25 comprises a single double slider, which consists of a central solid part at right angle 26 and has at each end grooves 4 and 5 as described above.
  • the construction element 25 comprises two blades 27 of the same material forming rigid or semi-rigid insulating panels at right angles and which surround the double slide 26 and leave flush the grooves.
  • the blades 27 are held by two vertical buttresses 7 on each external face and an angled buttress 28 in the interior of the angle, the buttresses 7 and 28 being anchored in the double slide 26 by conventional means (screwing, bolting). ).
  • the cross-members 8 of the two outer faces of the construction element 25 are but not overlapping, which makes it possible to slide the inverted rails 18 serving as hooked to the finishing coating from the outside.
  • the remaining space in the corner receives a removable finish fixed by traditional means.
  • FIG. 16 Another accessory construction element 29 consisting of a technical column element has been illustrated in FIG. 16.
  • This construction element is similar to that described with reference to FIG. 1, but comprises an insulating core 2 cut off from one or several vertical cylindrical spaces 30 arranged to pass the pipes, for example a cylindrical space 30a with a diameter of 100 mm to receive a sanitary evacuation PVC pipe, a cylindrical space 30b of diameter 40 mm for a sanitary evacuation of the water room, or a cylindrical space 30c of even smaller diameter for hot water pipes, cold water or heating ...
  • the construction element 29 has the particularity of actually isolating the pipes from a thermal and acoustic point of view.
  • FIG. 17 there is shown a construction element 1 allowing the passage of networks in which horizontal trenches 31 are formed through the core 2 between the slides 3 or the double slide 22 and the buttresses 7, 24 or 28 and exceeding them.
  • This building element allows the horizontal passage of networks (electricity, VDI, plumbing) of a building element 1, 21, 25 or 29 to another.
  • the vertical passage of the networks is done in the free space 16 left between the buttresses 7 of the building elements.
  • the window sills are of traditional design with rear and side rejingots that can be covered by the final coating and ensuring a perfect seal.
  • the doors and windows are traditionally mounted, their embrasures are finished by fixing rails on their solid parts and a finishing coating.
  • the floors are mounted in a traditional way by resting on the sanders provided for this purpose.
  • the roofs are mounted in a traditional way by resting on the sanders provided for this purpose.
  • This invention is particularly suitable for the construction of homes, tertiary buildings, industrial and agricultural, and their annexes. Its implementation has great advantages of speed, ease, modularity, lightness, robustness, thermal and acoustic performance, cleanliness.
  • This invention makes it possible to orient building constructors in a voluntary approach of high environmental quality by valuing their know-how and making them gain in performance. Indeed, by this system of construction, it is possible to use 100% natural materials, with very important performances at the energetic level.
  • the keel 11 may have a cross-sectional shape different from that which has been described with regard to FIG. 6.
  • FIGS. 18 to 25 show in particular other examples of cross-sectional shapes. bowling, non-limiting. Of course, this shape corresponds to that of the cross section of the sheath 10 formed by the juxtaposition of two slides 3, so as to ensure a solid and stationary frame.
  • the shape of the slides 3 of the construction element will be modified accordingly without it being necessary to illustrate it, the shape of the groove 4 of the slide being exactly complementary to half the cross section of the keel 11, the cross section of the keel corresponding to two grooves 4 juxtaposed.
  • the groove of the slide is such that it is able to retain laterally an element, in particular a keel which would slide inside the groove.
  • the keel 11 has a Z shape in cross-section.
  • the keel 11 has in cross section a double cross shape, with rounded ends.
  • the slide 3 comprises in this case a groove 4 and two small grooves 5, the grooves of the grooves 4 and 5 being rounded.
  • the keel has a coil shape in cross section.
  • the slide 3 comprises a groove 4 and two small grooves 5 formed at the ends of the sides of the groove 4, and being rounded.
  • the keel has in cross section another form of coil.
  • the slide 3 comprises a groove 4 and two small grooves 5 arranged at the ends of the sides of the groove 4 and of triangular shape.
  • the keel 11 has in cross section another form of H lying.
  • the slide 3 comprises a groove 4 and two small grooves 5 disposed at the ends of the sides of the groove 4.
  • the slide 3 has a cross-sectional shape T.
  • the keel 11 has in cross section a diabolo shape with rounded edges recessed.
  • the keel 11 has in cross section another form of diabolo, the edges being rectilinear.
  • the slide 3 comprises a groove 4 and two small grooves 5 disposed at ends of the sides of the groove 4 and of triangular shape but inverted with respect to that of the grooves 5 of FIG.
  • the terms relating to the height or the fact that such an element is vertical or horizontal refer to the construction element in the position it occupies when it is assembled or in position to be assembled; position being illustrated in Figure 2, with the vertical X axis.
  • the terms “comprising a” or “comprising a” should be interpreted as being synonymous with the terms “having at least one” or “comprising at least one”, respectively, unless the opposite is specified.

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Abstract

The invention relates to a construction member (1; 21; 25; 29) to be assembled with at least another similar construction member for making a building, that comprises: a body including: i) a web (2) or at least two leaves (23; 27) of an insulation material; ii) at least one or two sliders (3; 22; 26) made of a solid material and vertically included in the web (2) or between the leaves (23; 27) and leaving flush, on each side surface (50, 51) of the construction member (1; 21; 25; 29) and on the entire height of the construction member (1; 21; 25; 29), a vertical notch (4) having a cross sectional shape configured so as to laterally retain a fin that would axially slide in the notch (4); at least two buttresses (7; 24; 28) made of a solid material and assembled on the front and rear surfaces of the construction member (1; 21; 25) and having the same height as the latter, said buttresses being anchored on the sliders (3; 22; 26); at least one crossbar (8) secured to the buttresses (7) on the entire width of the construction member (1; 21; 25; 29). The invention also relates to an assembling system for making walls from a plurality of construction members (1; 21; 25; 29), and to a method for attaching a wall end piece, a panel backside or a vertical or horizontal clapboard on a construction member (1; 21; 25; 29).

Description

SYSTEME DE CONSTRUCTION COMPLET PERMETTANT COMPLETE CONSTRUCTION SYSTEM FOR PERMITTING
LE MONTAGE RAPIDE DE BÂTIMENT,QUICK BUILDING ASSEMBLY,
COMPRENANT UN ELEMENT DE CONSTRUCTIONCOMPRISING A BUILDING ELEMENT
AVEC SES ACCESSOIRES ET LEURS PROCEDES D'ASSEMBLAGEWITH ITS ACCESSORIES AND METHODS OF ASSEMBLY
1. Domaine de l'invention1. Field of the invention
La présente invention concerne un système de construction complet permettant le montage rapide de bâtiments, comprenant un élément de construction avec ses accessoires et leurs procédés d'assemblage. 2. Solutions de l'art antérieurThe present invention relates to a complete building system for rapid assembly of buildings, comprising a construction element with its accessories and assembly methods. 2. Solutions of the prior art
La construction traditionnelle de bâtiment s'effectue soit en parpaing béton ou terre cuite, soit en bois, par la technique de l'ossature ou du madrier empilé.The traditional construction of building is done either in concrete block or terracotta, or in wood, by the technique of the frame or stacked plank.
Le parpaing, matériau généralement lourd nécessite un mortier, et de surcroît une isolation complémentaire et/ou des revêtements de finition impliquant une main d'œuvre importante.The cinder block, generally heavy material requires a mortar, and moreover complementary insulation and / or finishes involving a large workforce.
La construction en bois par la technique des madriers emploie des matériaux lourds faits sur mesure, qui se tassent avec le temps et ne permettent pas le passage aisé de conduites (électricité, plomberie) sans doublage ou pré-perçage contraignant.Wood construction using the planking technique uses heavy-duty custom-made materials, which settle over time and do not allow the easy passage of pipes (electricity, plumbing) without the need for doubling or pre-drilling.
L'ossature bois implique soit un assemblage complet sur le chantier avec des matériaux à adapter sur place et une main d'oeuvre importante, soit une pré-construction de pans de mur entiers en atelier et leur assemblage sur le chantier avec des moyens importants de levage. Certaines de ces constructions ne sont pas modulaires et imposent des revêtements de finitions intrinsèques à leur technique sans variation possible.The timber frame involves either a complete assembly on the site with locally adapted materials and a large workforce, ie pre-construction of entire wall sections in the workshop and their assembly on site with significant resources. lifting. Some of these constructions are not modular and require finishing coatings intrinsic to their technique without variation possible.
On connaît du brevet GB 1 181 857 des panneaux préfabriqués pour construction à assembler ensemble, avec un matériau de revêtement notamment en métal. Un inconvénient de ce type de construction est que les panneaux sont de grande taille, difficilement transportables et maniables sur un chantier, leur hauteur correspondant à la hauteur au plafond du bâtiment.Patent GB 1 181 857 discloses prefabricated panels for construction to be assembled together, with a coating material, in particular metal. A disadvantage of this type of construction is that the panels are large, difficult to transport and maneuverable on a building site, their height corresponding to the height of the building ceiling.
3. Objectifs de l'invention La présente invention permet de remédier aux inconvénients de ces différentes techniques de construction : poids, isolation, passage des réseaux, main d'œuvre et moyens techniques de mise en oeuvre.3. Objectives of the Invention The present invention overcomes the disadvantages of these different construction techniques: weight, insulation, passage of networks, labor and technical means of implementation.
La présente invention est un système de construction complet avec ses accessoires pour traiter tous les points singuliers. 4. Exposé de l'inventionThe present invention is a complete construction system with its accessories for treating all singular points. 4. Presentation of the invention
Élément de constructionBuilding element
La présente invention a pour objet, selon l'un de ses aspects, un élément de construction destiné à être assemblé avec un élément de construction similaire pour l'édification d'un bâtiment, cet élément de construction pouvant se caractériser en ce qu'il comporte :The subject of the present invention is, according to one of its aspects, an element of construction intended to be assembled with a similar building element for the construction of a building, this building element being characterized in that it comprises:
- un corps, notamment de forme sensiblement parallélépipédique, présentant une face avant, une face arrière, deux faces latérales, une face supérieure et une face inférieure, le corps comprenant : i) une âme ou au moins deux lames d'un matériau isolant, notamment rigide ou semi-rigide, et ii) au moins une ou deux coulisses en matériau solide incluses verticalement dans l'âme ou entre les lames, faisant affleurer, sur chaque face latérale de l'élément de construction et sur toute la hauteur de l'élément de construction, une rainure verticale, présentant, en section transversale, une forme configurée pour permettre une retenue latérale d'une quille qui viendrait coulisser axialement dans la rainure, - au moins deux contreforts, notamment verticaux, en matériau solide, assemblés sur les faces avant et arrière de l'élément de construction et de la même hauteur que l'élément de construction, les contreforts étant ancrés sur les coulisses, maintenant l'âme ou les lames et contribuant à la solidité de l'ossature,a body, in particular of substantially parallelepipedal shape, having a front face, a rear face, two lateral faces, an upper face and a lower face, the body comprising: i) a core or at least two blades of an insulating material, in particular rigid or semi-rigid, and ii) at least one or two wings of solid material vertically embedded in the core or between the blades, flush, on each side face of the building element and over the entire height of the construction element, a vertical groove, having, in cross section, a shape configured to allow a lateral retention of a keel which would slide axially in the groove, at least two buttresses, in particular vertical, solid material, assembled on the front and rear faces of the building element and the same height as the building element, the buttresses being anchored on the wings, maintaining the soul or the blades and contributing to the strength of the framework,
- au moins une traverse, notamment horizontale, fixée aux contreforts sur toute la largeur de l'élément de construction.- At least one cross, including horizontal, fixed to the buttresses over the entire width of the building element.
L'élément de construction qui peut être de type parpaing, peut présenter tout ou partie des nombreux avantages suivants : modulaire, ultra isolant, très léger, empilable et emboîtable, très facile à positionner par un homme seul, ne nécessitant ni mortier ni moyen de levage. Grâce à l'invention, il est possible d'associer l'extrême modularité des matériaux de format parpaing à la rapide mise en œuvre des constructions en ossature bois usinées.The building element which can be of type breeze block, may have all or part of the following advantages: modular, ultra insulating, very light, stackable and nestable, very easy to position by a single man, requiring neither mortar nor means of lifting. Thanks to the invention, it is possible to combine the extreme modularity of the capping block materials with the rapid implementation of machined wood frame constructions.
La profondeur de la rainure de la coulisse peut être comprise entre 10 mm et 100 mm, notamment entre 20 mm et 75 mm, par exemple être égale à environ 25 mm.The depth of the groove of the slide may be between 10 mm and 100 mm, in particular between 20 mm and 75 mm, for example equal to about 25 mm.
Pour présenter, en section transversale, une forme configurée pour permettre une retenue latérale d'une quille qui viendrait coulisser dans la rainure, la rainure de la coulisse peut par exemple être elle-même rainurée à droite et à gauche sur toute sa hauteur par deux petites rainures suffisamment éloignées du bord extérieur pour permettre une solidité des languettes restantes.To present, in cross section, a shape configured to allow a lateral retention of a keel which would slide in the groove, the groove of the slide can for example itself be grooved right and left over its entire height by two small grooves sufficiently far from the outer edge to allow solidity of the remaining tabs.
Par « suffisamment éloignées du bord extérieur pour permettre une solidité des languettes restantes », on entend une épaisseur des languettes restantes supérieure à environ 5 mm, voire supérieure ou égale à 7 mm. Dans ce cas, l'ensemble des rainures peut par exemple former en section transversale une sorte de croix.By "sufficiently far from the outer edge to allow strength of the remaining tabs" is meant a thickness of the remaining tabs greater than about 5 mm, or even greater than or equal to 7 mm. In this case, all the grooves may for example form in cross section a kind of cross.
La ou les traverses peuvent être amputées d'un de leurs angles supérieurs sur la moitié de l'épaisseur, formant ainsi un ou des rails en L.The crossmember (s) may be cut off from one of their upper angles to half the thickness, thereby forming one or more L-shaped rails.
L'âme ou les lames peuvent être réalisées dans un matériau léger et très fortement isolant thermique et acoustique, notamment en fibre de bois. La conception des éléments de construction selon l'invention permet de faire varier l'épaisseur de l'âme isolante ou des lames isolantes selon la performance d'isolation souhaitée.The core or the blades can be made of a light material and very strongly thermal and acoustic insulation, especially wood fiber. The design of the building elements according to the invention makes it possible to vary the thickness of the insulating core or insulating strips according to the desired insulation performance.
Les contreforts peuvent être fixés par des moyens usuels, notamment par vissage, boulonnage, à la ou aux coulisses. Les contreforts notamment verticaux, qui consistent par exemple en des pièces solides parallélépipédiques, peuvent être apposés sur chaque extrémité des faces avant et arrière de l'élément de construction. Les contreforts peuvent constituer un complément d'ossature verticale, en complément des coulisses.The buttresses can be fixed by conventional means, in particular by screwing, bolting, or behind the scenes. The buttresses especially vertical, which consist for example of parallelepiped solid parts, can be affixed to each end of the front and rear faces of the construction element. The buttresses can be a complement of vertical frame, in addition to the scenes.
Les traverses ou rails notamment horizontaux peuvent être fixés, notamment à intervalles réguliers, sur les contreforts, la traverse du haut pouvant être décalée pour venir chevaucher un élément de construction qui serait disposé au-dessus de l'élément de construction auquel elle est fixé, que l'on peut nommer l'élément de construction supérieur. L'assemblage peut être renforcé par des vis à l'endroit du chevauchement. On pourrait inversement faire chevaucher la traverse la plus basse avec l'élément de construction inférieur.The sleepers or rails including horizontal can be fixed, particularly at regular intervals, on the buttresses, the top crossbar can be shifted to overlap a construction element that would be disposed above the element of construction to which it is attached, that we can name the element of higher construction. The assembly can be reinforced with screws at the overlap. Conversely, the lowest cross member could be overlapped with the lower construction element.
Les traverses peuvent constituer une ossature horizontale.The sleepers can be a horizontal framework.
De plus, elles peuvent être agencées pour constituer un système d'accroché pour toute sorte de finition (clins, panneaux destinés à recevoir par exemple papier peint, peinture, carrelage ou enduit ...) et pour solidariser des murs. Soit les traverses sont agencées pour recevoir simplement des panneaux vissés, soit elle sont agencées de manière à ce que l'on vienne encastrer sur ces traverses des traverses ou rails inversés, fixés sur un panneau de finition ou sur un about d'élément de construction pour adosser un mur. Les traverses peuvent coulisser l'une sur l'autre ce qui permet la mise en oeuvre aisée des clins et le remplacement d'un clin si nécessaire sans démonter toute la surface du mur.In addition, they can be arranged to form a hanging system for any kind of finish (clapboard, panels intended to receive for example wallpaper, paint, tile or plaster ...) and to secure walls. Either the sleepers are arranged to simply receive screwed panels, or they are arranged so that one comes to embed on these sleepers cross or reversed rails, fixed on a finishing panel or on a piece of construction element to lean against a wall. The sleepers can slide on one another which allows the easy implementation of the clapboard and the replacement of a clap if necessary without disassembling the entire surface of the wall.
L'invention permet ainsi d'avoir un choix illimité de revêtements de finition.The invention thus makes it possible to have an unlimited choice of finishing coatings.
L'élément de construction peut consister en un bloc sensiblement parallélépipédique. Dans un mode de réalisation particulier, l'élément de construction peut comporter, par exemple :The construction element may consist of a substantially parallelepiped block. In a particular embodiment, the construction element may comprise, for example:
- une âme d'un matériau isolant,a core of insulating material,
- deux coulisses en matériau solide incluses verticalement dans l'âme, faisant affleurer sur chaque face latérale de l'élément de construction et sur toute la hauteur de l'élément de construction, une rainure verticale, présentant, en section transversale, une forme configurée pour permettre une retenue latérale d'un élément qui viendrait coulisser dans la rainure,two solid material runners vertically embedded in the core, flush with each lateral face of the building element and over the entire height of the building element, a vertical groove having, in cross-section, a configured shape to allow lateral restraint of an element which would slide in the groove,
- plusieurs, notamment quatre contreforts verticaux, fixés sur les faces avant et arrière, notamment aux extrémités de celles-ci, fixés sur les coulisses, - plusieurs, notamment quatre traverses horizontales, fixées aux contreforts sur toute la largeur de l'élément de construction.- several, including four vertical buttresses, fixed on the front and rear faces, especially at the ends thereof, fixed on the slides, - several, including four horizontal crosspieces, fixed to the buttresses along the entire width of the building element .
Un tel élément de construction peut constituer un élément de construction de base servant à l'édification des murs du bâtiment. D'autres éléments de construction sont inclus dans l'invention pour traiter des points particuliers de la construction. Dans un mode de réalisation particulier, l'élément de construction peut comporter les caractéristiques suivantes :Such a building element can be a basic building element for building the walls of the building. Other building elements are included in the invention for treating particular points of the construction. In a particular embodiment, the construction element may have the following characteristics:
- la coulisse est une unique pièce d'une hauteur adaptée en fonction du poids de la structure que l'élément de construction doit supporter, permettant de supporter des ossatures, des solives ou la charpente de toiture, - les contreforts forment des renforts continus sur toute la largeur de l'élément de construction de manière à ce qu'ils puissent supporter les contreforts d'éléments de construction supérieurs lorsque ceux-ci sont décalés par rapport aux contreforts d'éléments de construction inférieurs, cet élément de construction étant agencé pour servir de linteau ou de sablière. Dans ce cas, la face inférieure du linteau peut recevoir un volet roulant et/ou un revêtement de finition fixés par des méthodes traditionnelles.- the slide is a single piece of a height adapted to the weight of the structure that the building element must support, to support frames, joists or the roof structure, - the buttresses form continuous reinforcements on the entire width of the construction element so that they can support the buttresses of higher construction elements when these are offset from the buttresses of lower construction elements, this construction element being arranged to serve as lintel or sandpit. In this case, the lower face of the lintel can receive a shutter and / or a finish coating set by traditional methods.
Dans un autre mode de réalisation particulier, l'élément de construction peut comporter les caractéristiques suivantes :In another particular embodiment, the construction element can have the following characteristics:
- la coulisse est une unique pièce formée en équerre,- the slide is a single piece formed at right angle,
- les lames de matériau isolant situées de part et d'autre de la coulisse sont formées en équerre, - deux contreforts verticaux disposés sur chaque face externe de l' équerre et un contrefort en équerre disposé dans l'intérieur de l'angle de l' équerre, ancrés dans la coulisse sont agencés pour maintenir les lames isolantes,- The blades of insulating material located on either side of the slide are formed at right angles, - two vertical buttresses arranged on each outer face of the bracket and an angled buttress disposed in the interior of the angle of the square, anchored in the slide are arranged to maintain the insulating blades,
- les traverses, horizontales, fixées aux contreforts s'effleurent à l'angle extérieur de l' équerre sans se chevaucher, cet élément de construction étant agencé pour servir de bloc d'angle.- the crosspieces, horizontal, fixed to the buttresses brush at the outside angle of the bracket without overlapping, this element of construction being arranged to serve as corner block.
L'âme ou les lames peut ou peuvent être amputée(s) d'un ou plusieurs espaces cylindriques verticaux. Dans ce cas, l'élément de construction est agencé pour servir de bloc colonne technique et passer les canalisations qui sont ainsi isolées de fait d'un point de vue thermique et acoustique. Le passage vertical des réseaux (électricité, VDI (réseaux Voix Données Images), plomberie) entre deux éléments de construction peut se faire dans l'espace libre laissé entre les contreforts.The soul or the blades may or may be amputated from one or more vertical cylindrical spaces. In this case, the construction element is arranged to serve as a technical column block and pass the pipes which are thus isolated in fact from a thermal and acoustic point of view. The vertical passage of the networks (electricity, VDI (Voice Networks Images Images), plumbing) between two building elements can be done in the free space left between the buttresses.
En variante ou additionnellement, des tranchées peuvent être ménagées à travers l'âme ou les lames entre la ou les coulisses et les contreforts et les dépassant, pour permettre le passage horizontal des réseaux, notamment des réseaux d'électricité, de VDI, de la plomberie, d'un élément de construction à un autre.Alternatively or additionally, trenches can be formed through the web or blades between the slide (s) and the buttresses and protruding from them, to allow the horizontal passage of the networks, in particular electricity networks, VDI, plumbing, from one building element to another.
Au cas où la largeur de l'élément de construction dépasserait l'écartement maximum prévu par les normes de construction en ossature, des coulisses intermédiaires peuvent être incluses dans l'âme isolante. Dans ce cas, l'élément de construction peut comprendre au moins deux coulisses juxtaposées, intermédiaires, dans l'âme ou dans les lames, afin que l'écartement des coulisses ne dépasse pas l'écartement maximum prévu par les normes de construction en ossature.In the case where the width of the building element exceeds the maximum spacing provided by the frame construction standards, intermediate slides may be included in the insulating core. In this case, the construction element may comprise at least two juxtaposed intermediate slides in the core or in the blades, so that the spacing of the slides does not exceed the maximum spacing provided by the frame construction standards. .
Système d'assemblage L'invention a encore pour objet, selon un autre de ses aspects, un système d'assemblage permettant d'édifier des murs à partir d'une pluralité d'éléments de construction tels que définis plus haut, ce système d'assemblage pouvant se caractériser en ce qu'il comporte :Another object of the invention is, according to another of its aspects, an assembly system making it possible to construct walls from a plurality of building elements as defined above. assembly that can be characterized by what it includes:
- au moins deux éléments de construction juxtaposés selon l'une de leurs faces latérales, de telle sorte que le rapprochement des coulisses rainurées forme un fourreau et - au moins une quille, présentant en section transversale exactement la forme complémentaire de celle de la section transversale du fourreau, la quille étant introduite dans le fourreau de manière à aligner et solidariser les deux éléments de construction.at least two construction elements juxtaposed along one of their lateral faces, such that the approach of the grooved slides forms a sheath and at least one keel, having in cross-section exactly the shape complementary to that of the cross-section of the sheath, the keel being introduced into the sheath so as to align and secure the two construction elements.
La quille peut être placée en quinconce par rapport au fourreau, de telle sorte qu'elle solidarise en hauteur deux ou plusieurs rangées de deux éléments de construction contigus, le système d'assemblage pouvant être tel qu'on puisse placer les éléments de construction d'une ou plusieurs rangées supérieures en les emboîtant sur les quilles en saillie, et ainsi de suite, l'ensemble des fourreaux et des quilles empilés constituant une ossature solide et porteuse. La traverse la plus haute peut être positionnée de manière à s'étendre au-dessus d'une face supérieure de l'âme ou des lames de telle sorte que la traverse chevauche l'élément de construction supérieur, l'assemblage étant renforcé par des vis à l'endroit du chevauchement des traverses de l'élément de construction inférieur sur les contreforts ou renforts de l'élément de construction supérieur. Un avantage de l'invention réside notamment dans la conception de l'élément de construction et dans son système d'assemblage.The keel may be staggered relative to the sheath, so that it solidifies two or more rows of two contiguous building elements in height, the assembly system being such that the construction elements can be placed in position. one or more upper rows by nesting them on the projecting keels, and so on, all the sleeves and stacked keels constituting a solid and supporting frame. The uppermost beam may be positioned to extend above an upper face of the web or blades such that the beam overlaps the upper structural member, the assembly being reinforced by screw at the overlap of the sleepers of the lower building element on the buttresses or reinforcements of the upper building element. An advantage of the invention lies in particular in the design of the construction element and in its assembly system.
Procédé d'assemblage d'éléments de construction avec une quille L'invention a encore pour objet, selon un autre de ses aspects, un procédé d'assemblage comportant les étapes suivantes :The invention also relates, according to another of its aspects, to an assembly method comprising the following steps:
- juxtaposer au moins deux éléments de construction tels que définis plus haut, selon l'une de leurs faces latérales, de telle sorte que le rapprochement des coulisses rainurées forme un fourreau,- juxtaposing at least two building elements as defined above, according to one of their lateral faces, so that the approximation of the grooved slides forms a sheath,
- introduire au moins une quille présentant, en section transversale, une forme complémentaire de celle du fourreau de manière à aligner et à solidariser les deux éléments de construction. On peut placer la quille en quinconce par rapport au fourreau, de telle sorte qu'elle solidarise en hauteur deux ou plusieurs rangées de deux éléments de construction contigus. On peut placer les éléments de construction d'une ou plusieurs rangées supérieures en les emboîtant sur les quilles en saillie, et ainsi de suite, l'ensemble des fourreaux et des quilles empilés constituant une ossature solide et porteuse. Ainsi emboîtée, la quille vient constituer, avec le fourreau, l'ossature verticale du bâtiment.- Introduce at least one keel having, in cross section, a shape complementary to that of the sleeve so as to align and to secure the two construction elements. The keel can be staggered with respect to the sheath so that it secures two or more rows of two contiguous building elements in height. The building elements of one or more upper rows can be placed by fitting them on the protruding keels, and so on, all the sleeves and stacked keels constituting a solid and supporting frame. Thus nested, the keel is constituted, with the sheath, the vertical frame of the building.
Le mode d'assemblage des éléments de construction permet de plus une continuité d'isolation évitant les ponts thermiques.The method of assembly of the building elements also allows continuity of insulation avoiding thermal bridges.
Procédé de fixation d'un about de mur, de l'envers d'un panneau ou d'un clin vertical ou horizontal sur un élément de constructionMethod of fixing a wall end, the backside of a panel or a vertical or horizontal clap on a building element
L'invention a encore pour objet, selon l'un de ses aspects, un procédé de fixation d'un about de mur, de l'envers d'un panneau ou d'un clin vertical ou horizontal sur un élément de construction, le procédé pouvant se caractériser en ce qu'il comprend l'étape consistant à encastrer sur au moins une traverse d'un élément de construction, notamment une traverse amputée d'un de ses angles supérieurs sur la moitié de l'épaisseur, une deuxième traverse, notamment horizontale, exactement complémentaire, notamment amputée de l'un de ses angles inférieurs sur la moitié de son épaisseur et sur la même hauteur que la traverse, ladite deuxième traverse inversée étant elle-même fixée en regard d'un about de mur, de l'envers d'un panneau ou d'un clin vertical ou horizontal.Another aspect of the invention is, according to one of its aspects, a method of fixing a wall end, the backside of a panel or a vertical or horizontal clapboard on a construction element, the process that can be characterized in that it comprises the step of embedding on at least one cross member of a building element, in particular a cross member amputated from one of its upper corners to half of the thickness, a second crosspiece , in particular horizontal, exactly complementary, in particular amputated from one of its lower angles on half of its thickness and on the same height as the crossbar, said second reversed crossbar being itself fixed opposite a wall end, from the back of a vertical or horizontal panel or bend.
Un tel procédé de fixation permet la fixation de revêtements ou de cloisons intérieures.Such a fixing method allows the fixing of internal coatings or partitions.
Grâce à l'invention, la fabrication en grande quantité de l'ensemble de ces éléments de construction, de leur procédé et système d'assemblage, et de leur procédé de fixation, peut être effectuée d'une manière industrielle à partir d'un nombre réduit de pièces. 5. Liste des figuresThanks to the invention, the production in large quantities of all these building elements, their method and assembly system, and their method of attachment, can be carried out in an industrial manner from a reduced number of pieces. 5. List of figures
L'invention pourra être mieux comprise à la lecture de la description détaillée qui va suivre, d'un exemple de réalisation de l'invention ainsi qu'à l'examen des dessins annexés parmi lesquels :The invention may be better understood on reading the following detailed description of an exemplary embodiment of the invention and on examining the appended drawings in which:
- les figures 1 et 2 représentent de manière schématique l'élément de construction vu en coupe du dessus, et en trois dimensions, - les figures 3, 4 et 5 montrent de manière schématique le détail d'une pièce rainurée appelée coulisse, en coupe transversale, longitudinale et en trois dimensions,- Figures 1 and 2 show schematically the construction element seen in section from above, and in three dimensions, FIGS. 3, 4 and 5 schematically show the detail of a grooved part called slide, in cross section, longitudinal and in three dimensions,
- les figures 6, 7 et 8 montrent de manière schématique le détail d'une pièce profilée, appelée quille, en coupe transversale, longitudinale et en trois dimensions, - les figures 9 et 10 représentent de manière schématique deux éléments de construction assemblés par une quille, vus en coupe du dessus et en trois dimensions,- Figures 6, 7 and 8 show schematically the detail of a profiled part, called keel, in cross-section, longitudinal and in three dimensions, - Figures 9 and 10 show schematically two construction elements assembled by a keel, seen in section from above and in three dimensions,
- la figure 11 représente de manière schématique quatre éléments assemblés et fixés à la fondation,- Figure 11 schematically shows four elements assembled and attached to the foundation,
- la figure 12 montre de manière schématique la technique d'assemblage d'un élément d'un mur à un élément d'un autre mur,FIG. 12 schematically shows the technique of assembling an element of a wall to an element of another wall,
- la figure 13 montre de manière schématique en coupe comment fixer les revêtements de finition,- Figure 13 shows schematically in section how to fix the finishing coatings,
- la figure 14 montre de manière schématique un accessoire de l'élément de construction en coupe vu du dessus, appelé linteau ou sablière, - la figure 15 montre de manière schématique un accessoire de l'élément de construction en coupe vu du dessus, appelé bloc d'angle,FIG. 14 schematically shows an accessory of the sectional construction element seen from above, called a lintel or sandpit, FIG. 15 schematically shows an accessory of the sectional construction element seen from above, called corner block,
- la figure 16 montre de manière schématique un accessoire de l'élément de construction en coupe vu du dessus, appelé bloc colonne technique,FIG. 16 schematically shows an accessory of the sectional construction element seen from above, called the technical column block,
- la figure 17 montre de manière schématique un accessoire de l'élément de construction en trois dimensions, appelé bloc passage de réseaux,FIG. 17 schematically shows an accessory of the three-dimensional construction element, called a gateway block,
- les figures 18 à 25 illustrent de manière schématique, en coupe transversale, différents exemples de quilles.- Figures 18 to 25 illustrate schematically, in cross section, different examples of pins.
6. Description de modes de mise en œuvre de l'invention6. Description of modes of implementation of the invention
Comme illustré sur les figures 1 et 2, l'élément de construction 1 consiste en un bloc de forme sensiblement parallélépipédique.As illustrated in Figures 1 and 2, the construction element 1 consists of a block of substantially parallelepiped shape.
L'élément de construction 1 comporte un corps s 'étendant selon l'axe X comprenant une âme 2 d'un matériau rigide ou semi-rigide, étant dans cet exemple un matériau léger et très fortement isolant thermique et acoustique. L'âme 2 de l'élément de construction 1 peut intégrer un pare-pluie sur au moins une, notamment deux, de ses parois externes 52, constituant les faces avant et arrière du corps de l'élément de construction. L'âme 2 peut être par exemple réalisée en fibre de bois, élément 100% naturel et respirant, et peut avoir les dimensions indicatives suivantes lorsque l'élément de construction est utilisé pour un mur extérieur : épaisseur de 200 mm, hauteur de 250 mm et largeur de 500 mm. Cette épaisseur peut permettre d'apporter une résistance thermique de l'ordre de R = 5 m2K/W.The construction element 1 comprises a body extending along the axis X comprising a core 2 of a rigid or semi-rigid material, being in this example a light material and very strongly insulating thermal and acoustic. The core 2 of the construction element 1 can incorporate a rain shield on at least one, including two, of its outer walls 52 constituting the front and rear faces of the body of the building element. The core 2 may for example be made of wood fiber, a 100% natural and breathable element, and may have the following indicative dimensions when the construction element is used for a external wall: thickness of 200 mm, height of 250 mm and width of 500 mm. This thickness can provide a thermal resistance of the order of R = 5 m 2 K / W.
Cette âme peut avoir une épaisseur bien moindre si l'élément de construction 1 est utilisé pour un mur de refend ou cloison intérieurs, par exemple une épaisseur environ égale à 120 mm.This core may have a much smaller thickness if the construction element 1 is used for an interior wall or partition, for example a thickness of about 120 mm.
L'âme 2 peut présenter deux faces latérales formant au moins partiellement les faces latérales 50 et 51 de l'élément de construction 1.The core 2 may have two lateral faces at least partially forming the lateral faces 50 and 51 of the construction element 1.
Outre l'âme 2, le corps de l'élément de construction 1 comporte également deux coulisses 3, illustrées isolément sur les figures 3 à 5, de forme par exemple sensiblement parallélépipédique, réalisées notamment en matériau solide, par exemple en bois, notamment en bois massif. Chacune des coulisses 3 peut présenter les dimensions indicatives suivantes : hauteur de 250 mm, largeur de 50 mm et épaisseur de 80 mm. Les coulisses 3, dans l'exemple considéré, affleurent à la surface de l'élément de construction, sur les deux faces latérales 50 et 51 opposées de celui-ci. Elles sont entourées sur trois de leurs côtés 53, 54 et 55 par l'âme 2 tandis que le quatrième côté 56 affleure à la surface de la face latérale 50 ou 51 de l'élément de construction 1.In addition to the core 2, the body of the construction element 1 also comprises two slides 3, illustrated in isolation in FIGS. 3 to 5, of shape, for example substantially parallelepipedal, made in particular of solid material, for example of wood, in particular of solid wood. Each of the slides 3 may have the following indicative dimensions: height of 250 mm, width of 50 mm and thickness of 80 mm. The slides 3, in the example considered, are flush with the surface of the construction element, on the two opposite lateral faces 50 and 51 opposite thereof. They are surrounded on three of their sides 53, 54 and 55 by the core 2 while the fourth side 56 is flush with the surface of the lateral face 50 or 51 of the construction element 1.
Ces coulisses 3 comportent chacune une rainure 4 réalisée sur toute leur hauteur. La rainure 4 verticale, est, dans l'exemple considéré, centrée par rapport au côté 56 de la coulisse et peut être large de 30 mm et profonde de 25 mm. Cette rainure 4 est, dans cet exemple, elle-même rainurée sur ses côtés 58 et 59, notamment droite et gauche, sur toute sa hauteur par deux petites rainures 5. Ces deux petites rainures 5 sont centrées par rapport aux côtés 58 et 59 de la rainure 4 dans l'exemple considéré.These slides 3 each comprise a groove 4 made over their entire height. The vertical groove 4 is, in this example, centered with respect to the side 56 of the slide and may be 30 mm wide and 25 mm deep. This groove 4 is, in this example, itself grooved on its sides 58 and 59, especially right and left, over its entire height by two small grooves 5. These two small grooves 5 are centered relative to the sides 58 and 59 of the groove 4 in the example considered.
On ne sort pas du cadre de l'invention si les rainures 4 ou 5 ou certaines d'entre elles ne sont pas centrées sur les côtés sur lesquels elles débouchent. Les deux petites rainures 5 peuvent être larges, par exemple, de 10 mm et profondes de 5 mm. Elles seront néanmoins suffisamment éloignées du bord extérieur pour permettre de conserver une bonne solidité des languettes restantes 6. Les languettes restantes 6 consistent en la portion du côté 58 ouIt is not beyond the scope of the invention if the grooves 4 or 5 or some of them are not centered on the sides on which they open. The two small grooves 5 can be wide, for example, 10 mm and 5 mm deep. However, they will be sufficiently far away from the outer edge to maintain good strength of the remaining tabs 6. The remaining tabs 6 consist of the portion of the side 58 or
59 de la rainure 4 qui n'est pas rainurée et qui sépare la petite rainure 5 de la face latérale 50 ou 51 de l'élément de construction 1.59 of the groove 4 which is not grooved and which separates the small groove 5 from the lateral face 50 or 51 of the construction element 1.
Dans cet exemple, les rainures 4 et 5 sont disposées de manière à dessiner en section transversale ou sur les faces hautes des pièces parallélépipédiques, une sorte de croix en creux. D'autres formes de sections transversales de rainures peuvent être envisagées sans sortir du cadre de l'invention, comme décrit ci-après en regard des figures 18 à 25, dès lors qu'elles permettent une retenue latérale d'un élément tel qu'une quille qui coulisserait axialement selon l'axe X dans la rainure. Les coulisses 3 peuvent être centrées par rapport à l'épaisseur de l'élément de construction 1 mais pas forcément. Les deux coulisses 3 servent à accrocher deux éléments de construction 1 entre eux disposés côte à côte et font partie des pièces maîtresses de l'ossature des murs. Sur chaque face latérale 50 ou 51 de l'élément de construction, celui- ci comporte une seule coulisse, dans l'exemple illustré, mais il pourrait comporter au moins deux coulisses sur au moins une face latérale 50 ou 51 sans sortir du cadre de l'invention.In this example, the grooves 4 and 5 are arranged so as to draw in cross section or on the upper faces of the parallelepipedal pieces, a kind of cross in hollow. Other forms of groove cross sections may be envisaged without departing from the scope of the invention, as described below with reference to FIGS. 18 to 25, provided that they allow lateral retention of an element such as a keel that slides axially along the X axis in the groove. The slides 3 may be centered with respect to the thickness of the building element 1 but not necessarily. The two wings 3 serve to hang two building elements 1 between them arranged side by side and are part of the centerpieces of the frame walls. On each lateral face 50 or 51 of the construction element, it comprises a single slide, in the illustrated example, but it could comprise at least two slides on at least one lateral face 50 or 51 without departing from the scope of FIG. the invention.
L'élément de construction 1 comporte encore, dans l'exemple considéré, plusieurs, notamment quatre, contreforts 7 verticaux consistant en des pièces parallélépipédiques d'un matériau solide, par exemple en bois, notamment en bois massif, assemblés à droite et à gauche des faces 52 avant et arrière du corps de l'élément de construction et de la même hauteur que l'élément de construction 1. Les contreforts 7 sont fixés par exemple par des moyens usuels (vissage, boulonnage...) de manière à leur permettre de venir s'ancrer sur les coulisses 3 et de maintenir l'âme 2. Ces contreforts 7 peuvent par exemple présenter une hauteur de 250 mm comme l'élément de construction 1, une largeur de 50 mm et une épaisseur de 25 mm. Ces contreforts 7 contribuent à la solidité de l'élément de construction 1 et renforcent l'ossature de la construction.The construction element 1 also comprises, in the example in question, several, in particular four, vertical buttresses 7 consisting of parallelepipedal pieces of a solid material, for example of wood, in particular solid wood, assembled on the right and on the left front and rear faces 52 of the body of the building element and of the same height as the construction element 1. The buttresses 7 are fixed for example by usual means (screwing, bolting, etc.) so as to allow to come to anchor on the slides 3 and maintain the core 2. These buttresses 7 may for example have a height of 250 mm as the construction element 1, a width of 50 mm and a thickness of 25 mm. These buttresses 7 contribute to the strength of the construction element 1 and strengthen the framework of the construction.
L'élément de construction 1 comporte en outre des traverses 8, notamment horizontales, de 60 mm de hauteur et 25 mm d'épaisseur par exemple, davantage visibles sur la figure 2. Dans cet exemple, les traverses 8 sont amputées d'un de leurs angles supérieurs 9 sur la moitié de l'épaisseur, soit par exemple 1,25 mm d'épaisseur et 15 mm de hauteur, formant ainsi des rails en forme de L. On fixe aux précédents contreforts 7 une ou plusieurs traverses 8 en regard de l'élément de construction 1 et par exemple sur toute sa largeur, soit par exemple 500 mm, par exemple par des moyens classiques (vissage, boulonnage...). On définit l'emplacement de la ou des traverses 8 en fonction de l'espacement choisi et de la hauteur de l'élément de construction 1, soit par exemple tous les 125 mm pour un élément de construction 1 de 250 mm de haut. La traverse la plus haute 8bis peut être positionnée de manière à s'étendre au-dessus de la paroi supérieure 60 de l'âme 2 de manière à pouvoir chevaucher un élément de construction 1 qui serait disposé au-dessus de l'élément de construction 1 sur lequel la traverse 8bis est fixée. On pourrait inversement faire en sorte que la traverse 8 la plus basse chevauche un élément de construction 1 qui serait disposé au-dessous de l'élément de construction 1 sur lequel la traverse est fixée. Ces traverses 8 ont plusieurs fonctions et notamment permettent une préhension aisée de l'élément de construction 1 lors de la mise en œuvre et permettent de fixer des revêtements de finition ou d'adosser des murs.The construction element 1 further comprises crosspieces 8, in particular horizontal, of 60 mm in height and 25 mm in thickness for example, more visible in Figure 2. In this example, the cross members 8 are amputated one of their upper angles 9 on the half of the thickness, for example 1.25 mm thick and 15 mm high, thus forming L-shaped rails. The previous buttresses 7 are fixed with one or more cross-members 8 facing each other. of the construction element 1 and for example over its entire width, for example 500 mm, for example by conventional means (screwing, bolting ...). We define the location of the cross or 8 according to the chosen spacing and the height of the construction element 1, for example every 125 mm for a building element 1 of 250 mm high. The uppermost cross member 8a can be positioned to extend above the top wall 60 of the core 2 so as to overlap a construction element 1 which would be disposed above the construction element 1 on which the cross member 8a is fixed. Conversely, it could be ensured that the lowest crossmember 8 overlaps a construction element 1 which would be disposed below the construction element 1 on which the crossmember is fixed. These sleepers 8 have several functions and in particular allow easy gripping of the construction element 1 during implementation and allow to fix finishing coatings or lean walls.
Ces éléments de construction 1, avec leur âme 2 isolante, leurs deux coulisses 3, leurs quatre contreforts 7 et leurs traverses 8 et 8bis, permettent d'édifier des murs très rapidement grâce à leur système d'assemblage particulier que l'on va décrire maintenant en référence aux figures 6 à 10.These building elements 1, with their insulating core 2, their two slides 3, their four buttresses 7 and their cross members 8 and 8bis, make it possible to build walls very quickly thanks to their particular assembly system which will be described now with reference to Figures 6 to 10.
Lorsqu'on juxtapose deux éléments de construction 1, deux coulisses 3 respectives des éléments de construction disposés côte à côte forment ensemble un fourreau 10 dans lequel on insère en force par le haut une pièce solide appelée quille 11, en bois par exemple. Cette quille 11, illustrée isolément sur les figures 6 à 8, a exactement le profil complémentaire de l'ensemble des rainures 4 et 5 d'un fourreau 10, c'est-à-dire un haut bloc parallélépipédique 12 avec deux languettes 13 sur chacun des deux côtés opposés correspondant aux quatre petites rainures 5 du fourreau 10. Elle est dimensionnée et notamment présente une hauteur telle qu'elle comble le fourreau 10 de plus d'un, par exemple de deux ou plusieurs éléments de construction 1 disposés les uns au-dessus des autres et peut les dépasser.When two construction elements 1 are juxtaposed, two slides 3, respectively, of the construction elements arranged side by side together form a sleeve 10 in which a solid part called the keel 11, made of wood, for example, is inserted by force from above. This keel 11, illustrated in isolation in FIGS. 6 to 8, has exactly the complementary profile of all the grooves 4 and 5 of a sheath 10, that is to say a high parallelepiped block 12 with two tongues 13 on each of the two opposite sides corresponding to the four small grooves 5 of the sleeve 10. It is dimensioned and in particular has a height such that it fills the sleeve 10 with more than one, for example two or more construction elements 1 arranged one above others and can overtake them.
Pour monter un mur, on place les éléments de construction 1 de la ou des rangées supérieures en les emboîtant sur les quilles 11 en saillie, on insère de nouvelles quilles 11 et ainsi de suite. Chaque quille 11 ainsi en quinconce permet donc d'aligner et de solidariser deux ou plusieurs rangées de deux éléments de construction 1 contigus. Cette quille 11 est solidaire des éléments de construction 1 car les rainures internes 5 du fourreau 10 empêchent tout arrachage horizontal. La quille 11 ne peut pas non plus s'arracher verticalement de par son étroite coopération avec le fourreau 10.To mount a wall, the building elements 1 of the upper row or rows are placed by fitting them on the projecting pins 11, new pins 11 are inserted and so on. Each keel 11 thus staggered allows to align and secure two or more rows of two contiguous building elements 1. This keel 11 is integral with the construction elements 1 because the internal grooves 5 of the sleeve 10 prevent horizontal pulling. The keel 11 can not tear out vertically because of its close cooperation with the sheath 10.
La structure des éléments de construction 1 et leur assemblage permettent d'obtenir une continuité d'isolation et d'éviter ainsi des ponts thermiques. L'ensemble des fourreaux 10 et des quilles 11 empilées constitue une ossature solide et porteuse, de section 80 mm par 100 mm à titre d'exemple non limitatif, renforcée par l'empilement des contreforts 7.The structure of the building elements 1 and their assembly make it possible to obtain continuity of insulation and thus to avoid thermal bridges. The set of sleeves 10 and pins 11 stacked is a solid frame and carrier, section 80 mm per 100 mm by way of non-limiting example, reinforced by the stacking of the buttresses 7.
On peut renforcer encore l'assemblage en mettant des vis à l'endroit du chevauchement des traverses 8bis de l'élément de construction 1 inférieur sur les contreforts 7 de l'élément de construction 1 supérieur. Au cas où la largeur de l'élément de construction dépasserait l'écartement maximum prévu par les normes de construction en ossature, il faudrait inclure des fourreaux 10 intermédiaires dans l'âme 2 isolante.The assembly can be further reinforced by putting screws at the overlap point of the cross members 8a of the lower building element 1 on the buttresses 7 of the upper construction element 1. In the case where the width of the building element exceeds the maximum spacing provided by the frame construction standards, intermediate sleeves should be included in the insulating core 2.
Pour ancrer le mur au sol, comme illustré sur la figure 11, une fois la première rangée d'éléments de construction 1 posée sur une bande d'arasé pour empêcher les remontées capillaires, il suffit de fixer les contreforts 7 au radier 14 par des platines 15 ou équerres métalliques d'assemblage selon les méthodes traditionnelles (vissage, boulonnage...).To anchor the wall to the ground, as illustrated in FIG. 11, once the first row of construction elements 1 has been placed on a leveling strip to prevent capillary rise, it suffices to fix the buttresses 7 to the floor 14 by means of plates 15 or metal brackets assembly according to traditional methods (screwing, bolting ...).
En référence à la figure 12, on décrit une manière de relier un mur de refend ou une cloison intérieure 17a adossé(e) à un mur extérieur 17b ou à un autre mur de refend ou une autre cloison. Chaque élément de construction 1 de l'un des murs ou cloisons est disposé à côté d'un élément de construction 1 de l'autre mur ou cloison et ancré sur celui-ci par ses abouts formés de la coulisse 3 et des contreforts 7 fixés sur les traverses 8 de l'autre mur ou cloison, comme illustré. En regard des pièces solides des abouts que constituent les coulisses 3 et les contreforts 7, on fixe sur l'élément de construction 1 des rails 18 horizontaux, amputés d'un de leurs angles inférieurs sur la moitié de leur épaisseur et sur la même hauteur que les traverses 8. Ces rails inversés 18 ayant le même espacement que celui des rails 8 viennent s'encastrer sur les rails 8 exactement complémentaires de la face de l'élément de construction 1.Referring to Figure 12, there is described a way of connecting a wall of slit or an inner partition 17a backed (e) to an outer wall 17b or another wall or a partition wall. Each building element 1 of one of the walls or partitions is arranged next to a construction element 1 of the other wall or partition and anchored thereto by its ends consisting of the slide 3 and the buttresses 7 fixed. on the sleepers 8 of the other wall or partition, as shown. Opposite the solid pieces of the abutments that constitute the slides 3 and the buttresses 7, fixed on the construction element 1 horizontal rails 18, amputated at one of their lower angles on half their thickness and on the same height 8. These inverted rails 18 having the same spacing as that of the rails 8 are embedded on the rails 8 exactly complementary to the face of the construction element 1.
Comme on peut le voir sur la figure 13, les traverses 8 permettent également de fixer toute sorte de revêtement de finition intérieure et extérieure : soit des clins 19 verticaux ou horizontaux équipés sur leur envers de rails inversés 18 selon le même procédé que décrit en regard de la figure 12, soit toute autre sorte de panneau 20 vissé destiné à recevoir par exemple papier peint, peinture, carrelage ou enduit.As can be seen in FIG. 13, the crosspieces 8 also make it possible to fix any kind of interior and exterior finish coating: either vertical or horizontal cladding 19 provided on their reverse of reversed rails 18 according to the same method as described with regard to of Figure 12, any other type of panel 20 screwed to receive for example wallpaper, paint, tile or plaster.
On peut terminer les tableaux d'embrasure des fenêtres et des portes de la même manière en fixant des rails 8 sur les coulisses 3 et les contreforts 7 qui constituent les pièces solides pour recevoir des clins 19 ou tout autre revêtement de finition 20. Les rails coulissant l'un sur l'autre permettent la mise en oeuvre aisée des clins et le remplacement d'un clin si nécessaire sans démonter toute la surface du mur.The window and door frames can be finished in the same way by fixing rails 8 on the slides 3 and the buttresses 7 which constitute the solid parts for receiving clapboards 19 or any other finishing coating 20. The rails sliding on one another allow the easy implementation of clapboard and replacement of a clap if necessary without removing the entire surface of the wall.
Des éléments accessoires illustrés par les figures 14 à 17, conçus dans la continuité du système précédemment décrit, viennent compléter cette invention pour traiter tous les points singuliers de la construction.Accessory elements illustrated in Figures 14 to 17, designed in the continuity of the system described above, complete this invention to address all the singular points of the construction.
L'élément de construction 21 illustré sur la figure 14 a été renforcé et peut servir de linteau ou sablière . La principale différence avec l'élément de construction 1 précédemment décrit consiste en le remplacement de l'âme 2 unique par deux lames 23 d'un matériau similaire. Les lames 23 sont séparées entre elles par une unique coulisse double 22 traversant l'élément de construction 21 sur toute sa longueur et rainurée à chacune de ses extrémités par les rainures 4 et les petites rainures 5 comme décrit plus haut. La coulisse double 22 peut présenter une hauteur variable en fonction du poids de la structure que l'élément de construction 21 doit supporter. La coulisse double 22 permet de supporter de nouvelles ossatures, des solives ou la charpente de toiture. Par ailleurs, un renfort continu 24 sur toute la largeur remplace les contreforts verticaux 7 pour supporter les contreforts 7 des éléments de construction supérieurs lorsqu'ils sont décalés par rapport aux contreforts 7 des éléments inférieurs. Dans cet exemple d'élément de construction, une ou plusieurs traverses horizontales amputées d'un de leurs angles supérieurs 9 sur la moitié de l'épaisseur forment des rails en L fixés au renfort 24 en regard de l'élément de construction 21 et sur toute sa longueur.The building element 21 illustrated in Figure 14 has been reinforced and can be used as lintel or sandpit. The main difference with the construction element 1 previously described is the replacement of the single core 2 by two blades 23 of a similar material. The blades 23 are separated from each other by a single double slide 22 passing through the construction element 21 over its entire length and grooved at each of its ends by the grooves 4 and the small grooves 5 as described above. The double slide 22 may have a variable height depending on the weight of the structure that the construction element 21 must support. The double slide 22 allows to support new frames, joists or the roof structure. Furthermore, a continuous reinforcement 24 over the entire width replaces the vertical buttresses 7 to support the buttresses 7 of the upper construction elements when offset from the buttresses 7 of the lower elements. In this example of a construction element, one or more horizontal crosspieces cut off from one of their upper angles 9 over half of the thickness form L-shaped rails fixed to the reinforcement 24 facing the construction element 21 and on all its length.
La face inférieure du linteau peut recevoir un volet roulant et/ou un revêtement de finition fixés par des méthodes traditionnelles.The lower face of the lintel can receive a shutter and / or a finish coating set by traditional methods.
Un autre élément de construction 25 renforcé pour servir de bloc d'angle, illustré sur la figure 15 est composé comme suit. L'élément de construction 25 comporte une coulisse double, unique, qui consiste en une pièce solide centrale en équerre 26 et présente à chaque extrémité des rainures 4 et 5 comme décrit plus haut. A la place de l'âme 2, l'élément de construction 25 comporte deux lames 27 du même matériau formant des panneaux isolants rigides ou semi-rigides en équerre et qui entourent la coulisse double 26 et laissent affleurer les rainures. Les lames 27 sont maintenues par deux contreforts verticaux 7 sur chaque face externe et un contrefort en équerre 28 dans l'intérieur de l'angle, les contreforts 7 et 28 pouvant être ancrés dans la coulisse double 26 par des moyens usuels (vissage, boulonnage...). Une ou plusieurs traverses 8 horizontales amputées d'un de leurs angles supérieurs sur la moitié de l'épaisseur, forment des rails en L fixés sur les contreforts externes 7 en regard de l'élément de construction 25 et sur toute sa largeur. Les traverses 8 des deux faces externes de l'élément de construction 25 s'effleurent mais ne se chevauchent pas, ce qui permet de faire coulisser par l'extérieur les rails inversés 18 servant d'accroché au revêtement de finition. L'espace restant dans l'angle reçoit une finition amovible fixée par des moyens traditionnels.Another reinforced structural element for use as a corner block, illustrated in FIG. 15, is composed as follows. The construction element 25 comprises a single double slider, which consists of a central solid part at right angle 26 and has at each end grooves 4 and 5 as described above. In place of the core 2, the construction element 25 comprises two blades 27 of the same material forming rigid or semi-rigid insulating panels at right angles and which surround the double slide 26 and leave flush the grooves. The blades 27 are held by two vertical buttresses 7 on each external face and an angled buttress 28 in the interior of the angle, the buttresses 7 and 28 being anchored in the double slide 26 by conventional means (screwing, bolting). ...). One or more horizontal ties 8 amputated from one of their upper angles to half the thickness, form L-shaped rails fixed on the outer buttresses 7 opposite the building element 25 and over its entire width. The cross-members 8 of the two outer faces of the construction element 25 are but not overlapping, which makes it possible to slide the inverted rails 18 serving as hooked to the finishing coating from the outside. The remaining space in the corner receives a removable finish fixed by traditional means.
Un autre élément de construction 29 accessoire consistant en un élément colonne technique a été illustré sur la figure 16. Cet élément de construction est similaire à celui qui est décrit au regard de la figure 1, mais comporte une âme 2 isolante amputée d'un ou plusieurs espaces cylindriques verticaux 30 agencés pour passer les canalisations, par exemple un espace cylindrique 30a de diamètre 100 mm pour recevoir un tuyau de PVC d'évacuation sanitaire, un espace cylindrique 30b de diamètre 40 mm pour une évacuation sanitaire de salle d'eau, ou un espace cylindrique 30c de diamètre encore inférieur pour des tuyaux eau chaude, eau froide ou chauffage... L'élément de construction 29 a la particularité d'isoler de fait les tuyauteries d'un point de vue thermique et acoustique.Another accessory construction element 29 consisting of a technical column element has been illustrated in FIG. 16. This construction element is similar to that described with reference to FIG. 1, but comprises an insulating core 2 cut off from one or several vertical cylindrical spaces 30 arranged to pass the pipes, for example a cylindrical space 30a with a diameter of 100 mm to receive a sanitary evacuation PVC pipe, a cylindrical space 30b of diameter 40 mm for a sanitary evacuation of the water room, or a cylindrical space 30c of even smaller diameter for hot water pipes, cold water or heating ... The construction element 29 has the particularity of actually isolating the pipes from a thermal and acoustic point of view.
Sur la figure 17, on a représenté un élément de construction 1 permettant le passage de réseaux dans lequel des tranchées horizontales 31 sont ménagées à travers l'âme 2 entre les coulisses 3 ou la coulisse double 22 et les contreforts 7, 24 ou 28 et les dépassant. Cet élément de construction permet le passage horizontal des réseaux (électricité, VDI, plomberie) d'un élément de construction 1, 21, 25 ou 29 à l'autre. Le passage vertical des réseaux se fait dans l'espace libre 16 laissé entre les contreforts 7 des éléments de construction.In FIG. 17, there is shown a construction element 1 allowing the passage of networks in which horizontal trenches 31 are formed through the core 2 between the slides 3 or the double slide 22 and the buttresses 7, 24 or 28 and exceeding them. This building element allows the horizontal passage of networks (electricity, VDI, plumbing) of a building element 1, 21, 25 or 29 to another. The vertical passage of the networks is done in the free space 16 left between the buttresses 7 of the building elements.
Dans une construction selon l'invention, les appuis de fenêtre sont de facture traditionnelle avec rejingots arrière et latéraux pouvant être recouverts par le revêtement final et assurant une étanchéité parfaite. Les portes et fenêtres sont montées de façon traditionnelle, leurs embrasures sont finies en fixant des rails sur leurs pièces solides et un revêtement de finition. Les planchers sont montés de façon traditionnelle en se reposant sur les sablières prévues à cet effet. Les toitures sont montées de façon traditionnelle en se reposant sur les sablières prévues à cet effet.In a construction according to the invention, the window sills are of traditional design with rear and side rejingots that can be covered by the final coating and ensuring a perfect seal. The doors and windows are traditionally mounted, their embrasures are finished by fixing rails on their solid parts and a finishing coating. The floors are mounted in a traditional way by resting on the sanders provided for this purpose. The roofs are mounted in a traditional way by resting on the sanders provided for this purpose.
Cette invention est particulièrement adaptée à la construction d'habitations, de bâtiments tertiaires, industriels et agricoles, ainsi que de leurs annexes. Sa mise en œuvre présente de grands avantages de rapidité, facilité, modularité, légèreté, robustesse, performance thermique et acoustique, propreté.This invention is particularly suitable for the construction of homes, tertiary buildings, industrial and agricultural, and their annexes. Its implementation has great advantages of speed, ease, modularity, lightness, robustness, thermal and acoustic performance, cleanliness.
Cette invention permet d'orienter les constructeurs de bâtiment dans une démarche volontaire de haute qualité environnementale en valorisant leur savoir-faire et en les faisant gagner en performance. En effet, par ce système de construction, il est possible d'utiliser des matériaux 100% naturels, avec des performances très importantes au niveau énergétique.This invention makes it possible to orient building constructors in a voluntary approach of high environmental quality by valuing their know-how and making them gain in performance. Indeed, by this system of construction, it is possible to use 100% natural materials, with very important performances at the energetic level.
Bien entendu, l'invention n'est pas limitée aux exemples qui viennent d'être décrits.Of course, the invention is not limited to the examples which have just been described.
En particulier, la quille 11 peut présenter une forme en section transversale différente de celle qui a été décrite en regard de la figure 6. On a, en particulier, représenté sur les figures 18 à 25 d'autres exemples de formes en section transversale de quilles, non limitatifs. Bien entendu, cette forme correspond à celle de la section transversale du fourreau 10 formé de la juxtaposition de deux coulisses 3, de manière à assurer une ossature solide et immobile. Ainsi, si l'on utilise l'une des quilles 11 des figures 18 à 25, la forme des coulisses 3 de l'élément de construction sera modifiée en conséquence sans qu'il soit nécessaire de l'illustrer, la forme de la rainure 4 de la coulisse étant exactement complémentaire de la moitié de la section transversale de la quille 11, la section transversale de la quille correspondant à deux rainures 4 juxtaposées. Dans tous ces cas, la rainure de la coulisse est telle qu'elle est apte à retenir latéralement un élément, notamment une quille qui coulisserait à l'intérieur de la rainure.In particular, the keel 11 may have a cross-sectional shape different from that which has been described with regard to FIG. 6. In particular, FIGS. 18 to 25 show in particular other examples of cross-sectional shapes. bowling, non-limiting. Of course, this shape corresponds to that of the cross section of the sheath 10 formed by the juxtaposition of two slides 3, so as to ensure a solid and stationary frame. Thus, if one of the pins 11 of FIGS. 18 to 25 is used, the shape of the slides 3 of the construction element will be modified accordingly without it being necessary to illustrate it, the shape of the groove 4 of the slide being exactly complementary to half the cross section of the keel 11, the cross section of the keel corresponding to two grooves 4 juxtaposed. In all these cases, the groove of the slide is such that it is able to retain laterally an element, in particular a keel which would slide inside the groove.
Sur la figure 18, la quille 11 présente en section transversale une forme de Z.In FIG. 18, the keel 11 has a Z shape in cross-section.
Sur la figure 19, la quille 11 présente en section transversale une forme de double croix, aux extrémités arrondies. La coulisse 3 comprend dans ce cas une rainure 4 et deux petites rainures 5, les creux des rainures 4 et 5 étant arrondis. Sur la figure 20, la quille présente en section transversale une forme de bobine. Dans ce cas, la coulisse 3 comporte une rainure 4 et deux petites rainures 5 formées à des extrémités des côtés de la rainure 4, et étant arrondies.In Figure 19, the keel 11 has in cross section a double cross shape, with rounded ends. The slide 3 comprises in this case a groove 4 and two small grooves 5, the grooves of the grooves 4 and 5 being rounded. In Figure 20, the keel has a coil shape in cross section. In this case, the slide 3 comprises a groove 4 and two small grooves 5 formed at the ends of the sides of the groove 4, and being rounded.
Sur la figure 21, la quille présente en section transversale une autre forme de bobine. Dans ce cas, la coulisse 3 comporte une rainure 4 et deux petites rainures 5 disposées à des extrémités des côtés de la rainure 4 et de forme triangulaire.In Figure 21, the keel has in cross section another form of coil. In this case, the slide 3 comprises a groove 4 and two small grooves 5 arranged at the ends of the sides of the groove 4 and of triangular shape.
Sur la figure 22, la quille 11 présente en section transversale une autre forme de H couché. Dans ce cas, la coulisse 3 comporte une rainure 4 et deux petites rainures 5 disposées à des extrémités des côtés de la rainure 4. La coulisse 3 présente en section transversale une forme de T.In Figure 22, the keel 11 has in cross section another form of H lying. In this case, the slide 3 comprises a groove 4 and two small grooves 5 disposed at the ends of the sides of the groove 4. The slide 3 has a cross-sectional shape T.
Sur la figure 23, la quille 11 présente en section transversale une forme de diabolo aux bords arrondis en creux. Sur la figure 24, la quille 11 présente en section transversale une autre forme de diabolo, les bords étant rectilignes. Dans ce cas, la coulisse 3 comporte une rainure 4 et deux petites rainures 5 disposées à des extrémités des côtés de la rainure 4 et de forme triangulaire mais inversées par rapport à celle des rainures 5 de la figure 21.In Figure 23, the keel 11 has in cross section a diabolo shape with rounded edges recessed. In Figure 24, the keel 11 has in cross section another form of diabolo, the edges being rectilinear. In this case, the slide 3 comprises a groove 4 and two small grooves 5 disposed at ends of the sides of the groove 4 and of triangular shape but inverted with respect to that of the grooves 5 of FIG.
Sur la figure 25 enfin, les petites rainures 5 de la coulisse s'étendent jusqu'aux bords de la coulisse et la quille 11 présente une autre forme de diabolo.Finally, in FIG. 25, the small grooves 5 of the slide extend to the edges of the slide and the keel 11 has another form of diabolo.
Dans toute la description, les termes se rapportant à la hauteur ou au fait que tel élément est vertical ou horizontal font référence à l'élément de construction dans la position qu'il occupe lorsqu'il est assemblé ou en position pour être assemblé, cette position étant illustrée par la figure 2, avec l'axe X vertical. Dans toute la description, les expressions « comportant un » ou « comprenant un » doivent être interprétées comme étant synonymes des expressions « comportant au moins un » ou « comprenant au moins un », respectivement, sauf si le contraire est spécifié.Throughout the description, the terms relating to the height or the fact that such an element is vertical or horizontal refer to the construction element in the position it occupies when it is assembled or in position to be assembled; position being illustrated in Figure 2, with the vertical X axis. Throughout the description, the terms "comprising a" or "comprising a" should be interpreted as being synonymous with the terms "having at least one" or "comprising at least one", respectively, unless the opposite is specified.
Les plages de valeurs données dans toute la description sont comprises comme incluant les bornes, sauf si le contraire est spécifié. The ranges of values given throughout the description are understood to include the terminals, unless the opposite is specified.

Claims

REVENDICATIONS
1. Élément de construction (1 ; 21 ; 25 ; 29) destiné à être assemblé avec au moins un autre élément de construction similaire pour l'édification d'un bâtiment, caractérisé en ce qu'il comporte :1. Construction element (1; 21; 25; 29) intended to be assembled with at least one other similar building element for the construction of a building, characterized in that it comprises:
- un corps présentant une face avant, une face arrière, deux faces latérales, une face supérieure et une face inférieure, le corps comprenant : i) une âme (2) ou au moins deux lames (23 ; 27) d'un matériau isolant, notamment rigide ou semi-rigide, ii) au moins une ou deux coulisses (3 ; 22 ; 26) en matériau solide incluses verticalement dans l'âme (2) ou entre les lames (23 ; 27), faisant affleurer, sur chaque face latérale (50, 51) de l'élément de construction (1 ; 21 ; 25 ; 29) et sur toute la hauteur de l'élément de construction (1 ; 21 ; 25 ; 29), une rainure (4) verticale, présentant une forme en section transversale configurée pour permettre une retenue latérale d'une quille qui viendrait coulisser axialement dans la rainure (4),a body having a front face, a rear face, two lateral faces, an upper face and a lower face, the body comprising: i) a core (2) or at least two blades (23; 27) of an insulating material , in particular rigid or semi-rigid, ii) at least one or two wings (3; 22; 26) of solid material vertically embedded in the core (2) or between the blades (23; 27), flush with each other; lateral face (50, 51) of the construction element (1; 21; 25; 29) and over the entire height of the construction element (1; 21; 25; 29) a vertical groove (4); having a cross-sectional shape configured to allow lateral retention of a keel axially slidable in the groove (4),
- au moins deux contreforts (7 ; 24 ; 28), notamment verticaux, en matériau solide, assemblés sur les faces avant et arrière de l'élément de construction (1 ; 21 ; 25) et de la même hauteur que l'élément de construction, lesdits contreforts étant ancrés, notamment par des moyens usuels, tels que le vissage ou le boulonnage, sur les coulisses (3 ; 22 ; 26), maintenant l'âme (2) ou les lames (23 ; 27) et contribuant à la solidité de l'ossature,at least two buttresses (7; 24; 28), in particular vertical, of solid material, assembled on the front and rear faces of the construction element (1; 21; 25) and of the same height as the element of construction, said buttresses being anchored, in particular by usual means, such as screwing or bolting, on the slides (3; 22; 26), holding the core (2) or the blades (23; 27) and contributing to the strength of the framework,
- au moins une traverse (8), notamment horizontale, fixée aux contreforts (7) sur toute la largeur de l'élément de construction (1 ; 21 ; 25 ; 29).- At least one crossbar (8), in particular horizontal, fixed to the buttresses (7) over the entire width of the construction element (1; 21; 25; 29).
2. Elément de construction selon la revendication 1, dans lequel la rainure (4) de la coulisse (3) est elle-même rainurée à droite et à gauche sur toute sa hauteur par deux petites rainures (5) suffisamment éloignées du bord extérieur pour permettre une solidité des languettes restantes (6).2. Construction element according to claim 1, wherein the groove (4) of the slide (3) is itself grooved right and left over its entire height by two small grooves (5) sufficiently distant from the outer edge to allow a solidity of the remaining tabs (6).
3. Élément de construction selon la revendication 2, dans lequel les rainures (4, 5) forment en section transversale une sorte de croix. 3. Construction element according to claim 2, wherein the grooves (4, 5) form in cross section a kind of cross.
4. Élément de construction selon l'une quelconque des revendications 1 à 3, dans lequel la ou les traverses (8) sont amputées d'un de leurs angles supérieurs (9) sur la moitié de l'épaisseur, formant ainsi un ou des rails en L. 4. Construction element according to any one of claims 1 to 3, wherein the or sleepers (8) are amputated from one of their upper angles (9) on half the thickness, thus forming one or more L rails.
5. Élément de construction selon l'une quelconque des revendications précédentes, l'âme (2) ou les lames (23 ; 27) étant réalisées dans un matériau léger et très fortement isolant thermique et acoustique, notamment en fibre de bois.5. Element of construction according to any one of the preceding claims, the core (2) or the blades (23; 27) being made of a lightweight material and very strongly insulating thermal and acoustic, including wood fiber.
6. Élément de construction selon l'une quelconque des revendications précédentes, consistant en un bloc sensiblement parallélépipédique.6. Construction element according to any one of the preceding claims, consisting of a substantially parallelepiped block.
7. Élément de construction (21) selon l'une quelconque des revendications précédentes, caractérisé en ce que :7. Construction element (21) according to any one of the preceding claims, characterized in that:
- la coulisse (22) est une unique pièce d'une hauteur adaptée en fonction du poids de la structure que l'élément de construction doit supporter, permettant de supporter des ossatures, des solives ou la charpente de toiture,- The slide (22) is a single piece of a height adapted to the weight of the structure that the building element must support, to support frames, joists or the roof structure,
- les contreforts (7) forment des renforts continus (24) sur toute la largeur de l'élément de construction (21) de manière à ce qu'ils puissent supporter les contreforts (7) d'éléments de construction supérieurs lorsque ceux-ci sont décalés par rapport aux contreforts (7) d'éléments de construction inférieurs, ledit élément de construction (21) étant agencé pour servir de linteau ou de sablière.- the buttresses (7) form continuous reinforcements (24) over the entire width of the construction element (21) so that they can support the buttresses (7) of higher construction elements when they are offset relative to the buttresses (7) of lower construction elements, said building element (21) being arranged to serve as lintel or sand pit.
8. Élément de construction (25) selon l'une quelconque des revendications 1 à 6, caractérisé en ce que :8. Construction element (25) according to any one of claims 1 to 6, characterized in that:
- la coulisse (26) est une unique pièce formée en équerre,the slide (26) is a single piece formed at an angle,
- les lames (27) de matériau isolant situées de part et d'autre de la coulisse (26) sont formées en équerre,the blades (27) of insulating material situated on either side of the slide (26) are formed at right angles,
- deux contreforts verticaux (7) disposés sur chaque face externe de l'équerre et un contrefort (28) en équerre disposé dans l'intérieur de l'angle de l' équerre, ancrés dans la coulisse (26) sont agencés pour maintenir les lames (27) isolantes, - les traverses (8), horizontales, fixées aux contreforts (7) s'effleurent à l'angle extérieur de l'équerre sans se chevaucher, ledit élément de construction (25) étant agencé pour servir de bloc d'angle.- two vertical buttresses (7) arranged on each outer face of the bracket and a buttress (28) at right angle disposed in the interior of the angle of the bracket, anchored in the slide (26) are arranged to maintain the insulating strips (27), - the crosspieces (8), horizontal, fixed to the buttresses (7) are flush with the outside angle of the bracket without overlapping, said construction element (25) being arranged as a block angle.
9. Élément de construction (29) selon l'une quelconque des revendications 1 à 6, caractérisé en ce que l'âme (2) ou les lames (23 ; 27) est ou sont amputée(s) d'un ou plusieurs espaces cylindriques verticaux (30), ledit élément de construction (29) étant ainsi agencé pour servir de bloc colonne technique et passer les canalisations qui sont ainsi isolées de fait d'un point de vue thermique et acoustique. 9. Construction element (29) according to any one of claims 1 to 6, characterized in that the core (2) or the blades (23; 27) is or are amputated (s) of one or more spaces cylindrical vertical (30), said building element (29) thus being arranged to serve as a technical column block and pass the pipes which are thus isolated in fact from a thermal and acoustic point of view.
10. Élément de construction (1) selon l'une quelconque des revendications précédentes, caractérisé en ce que des tranchées (31) sont ménagées à travers l'âme (2) isolante entre la ou les coulisses (3 ; 22 ; 26) et les contreforts (7 ; 24 ; 28) et les dépassant, pour permettre le passage horizontal des réseaux, notamment des réseaux d'électricité, de VDI, de la plomberie, d'un élément de construction (1 ; 21 ; 25 ; 29) à un autre.10. Construction element (1) according to any one of the preceding claims, characterized in that trenches (31) are formed through the core (2) insulating between the or slides (3; 22; 26) and buttresses (7; 24; 28) and protruding therethrough to allow horizontal passage of networks including power grids, VDI, plumbing, building elements (1; 21; 25; 29) to another.
11. Élément de construction selon l'une quelconque des revendications précédentes, caractérisé en ce qu'il comprend au moins deux coulisses (3) juxtaposées, intermédiaires, dans l'âme (2) ou dans les lames (23 ; 27), afin que l'écartement des coulisses ne dépasse pas l'écartement maximum prévu par les normes de construction en ossature.11. Construction element according to any one of the preceding claims, characterized in that it comprises at least two slides (3) juxtaposed, intermediate, in the core (2) or in the blades (23; 27), so the spacing of the wings does not exceed the maximum spacing provided by the frame construction standards.
12. Système d'assemblage permettant d'édifier des murs à partir d'une pluralité d'éléments de construction (1 ; 21 ; 25 ; 29) selon l'une quelconque des revendications précédentes, caractérisé en ce qu'il comporte : - au moins deux éléments de construction (1 ; 21 ; 25 ; 29) juxtaposés selon l'une de leurs faces latérales (50 ; 51), de telle sorte que le rapprochement des coulisses (3) rainurées forme un fourreau (10) et12. An assembly system for building walls from a plurality of building elements (1; 21; 25; 29) according to any one of the preceding claims, characterized in that it comprises: at least two construction elements (1; 21; 25; 29) juxtaposed along one of their lateral faces (50; 51), so that the approaching of the grooved slides (3) forms a sheath (10) and
- au moins une quille (11), présentant en section transversale la forme complémentaire de celle de la rainure (4 ; 4, 5) du fourreau (10), la quille (11) étant introduite dans le fourreau (10) de manière à aligner et solidariser lesdits deux éléments de construction (1 ; 21 ; 25 ; 29).at least one keel (11), having in cross-section the shape complementary to that of the groove (4; 4,5) of the sheath (10), the keel (11) being introduced into the sheath (10) so as to aligning and securing said two construction elements (1; 21; 25; 29).
13. Système d'assemblage selon la revendication 12, caractérisé en ce que la quille (11) est placée en quinconce par rapport au fourreau (10), de telle sorte qu'elle solidarise en hauteur deux ou plusieurs rangées de deux éléments de construction (1 ; 21 ; 25 ; 29) contigus, en ce qu'on puisse placer les éléments de construction (1 ; 21 ; 25 ; 29) d'une ou plusieurs rangées supérieures en les emboîtant sur les quilles (11) en saillie, et ainsi de suite, l'ensemble des fourreaux (10) et des quilles (11) empilés constituant une ossature solide et porteuse.13. An assembly system according to claim 12, characterized in that the keel (11) is placed in staggered relation to the sheath (10), so that it solidarises two or more rows of two building elements in height. (1; 21; 25; 29) contiguous, in that the building elements (1; 21; 25; 29) of one or more upper rows can be placed by fitting them on the projecting pins (11), and so on, all the sleeves (10) and pins (11) stacked constituting a solid frame and carrier.
14. Système d'assemblage selon l'une quelconque des revendications 12 et 13, caractérisé en ce que la traverse (8bis) la plus haute est positionnée de manière à s'étendre au-dessus d'une face supérieure de l'âme (2) ou des lames (23 ; 27) de telle sorte que la traverse (8bis) chevauche l'élément de construction (1 ; 21 ; 25 ; 29) supérieur, l'assemblage étant renforcé par des vis à l'endroit du chevauchement des traverses (8, 8bis) de l'élément de construction (1 ; 21 ; 25 ; 29) inférieur sur les contreforts (7) ou renforts (24) de l'élément de construction (1 ; 21 ; 25 ; 29) supérieur. 14. An assembly system according to any one of claims 12 and 13, characterized in that the highest crossbar (8a) is positioned to extend above an upper face of the core ( 2) or blades (23; 27) so that the cross member (8a) overlaps the construction element (1; 21; 25; 29). upper, the assembly being reinforced by screws at the point of overlapping of the cross members (8, 8a) of the lower construction element (1; 21; 25; 29) on the buttresses (7) or reinforcements (24) of the building element (1; 21; 25; 29) upper.
15. Procédé de fixation d'un about de mur, de l'envers d'un panneau ou d'un clin vertical ou horizontal sur un élément de construction (1 ; 21 ; 25 ; 29), caractérisé en ce qu'il comprend l'étape consistant à encastrer sur au moins une traverse (8) d'un élément de construction (1 ; 21 ; 25 ; 29), selon l'une quelconque des revendications 1 à 11, caractérisé en ce qu'il comprend l'étape consistant à encastrer sur la traverse (8) notamment amputée d'un de ses angles supérieurs sur la moitié de l'épaisseur, une deuxième traverse (18), notamment horizontale, exactement complémentaire, notamment amputée de l'un de ses angles inférieurs sur la moitié de son épaisseur et sur la même hauteur que la traverse (8), ladite deuxième traverse (18) inversée étant elle-même fixée en regard d'un about de mur (17a), de l'envers d'un panneau (20) ou d'un clin (19) vertical ou horizontal. 15. A method of fixing a wall end, the backside of a panel or vertical or horizontal clap on a construction element (1; 21; 25; 29), characterized in that it comprises the step of embedding on at least one cross member (8) of a construction element (1; 21; 25; 29) according to any one of claims 1 to 11, characterized in that it comprises the step of embedding on the crossbar (8) including amputated one of its upper angles on half the thickness, a second crossbar (18), including horizontal, exactly complementary, including amputated one of its lower angles at half its thickness and at the same height as the crossmember (8), said second inverted crossmember (18) being itself fixed opposite a wall end (17a), from the underside of a panel (20) or a vertical or horizontal clap (19).
PCT/EP2008/067348 2007-12-13 2008-12-11 Complete construction system for quick-assembly of a building and comprising a construction member with accessories thereof, and method for assembling them WO2009074657A1 (en)

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FR0708695A FR2925085A1 (en) 2007-12-13 2007-12-13 COMPLETE CONSTRUCTION SYSTEM FOR RAPID BUILDING ASSEMBLY, COMPRISING A BUILDING ELEMENT WITH ITS ACCESSORIES AND METHODS OF ASSEMBLING THE SAME

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CN110593452A (en) * 2019-08-13 2019-12-20 北京超薪创艺科技有限公司 Double-keel heat-insulation external wall structure

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