• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The present invention relates to a modular structural panel (1; 100; 200) for forming part of an inner or outer wall of a building (B), said structural panel having two parallel front panels (2, 3) between characterized in that the two front panels (2, 3) are connected by at least one first spacer (7; 107; 207) extending in a first direction of the structural panel and a set of second spacers ( 6A, 6B, 6C, 6D; 106A, 106B, 106C, 106D, 206A, 206B, 206C, 206D) extending in a second direction, perpendicular to the first direction, said second struts (6A, 6B, 6C, 6D; 106A, 106B, 106C, 106D; 206A, 206B, 206C, 206D) projecting from an edge of said structural panel by a distance D and said at least one first spacer (7; 107; 207) extending opposite edge of said structural panel (1; 100; 200) by a distance Of at least equal to the distance D, r allow the interlocking portions protruding into the space between this first spacer (7; 107; 207) and its adjacent edge of an adjacent panel in the building.
    公开号:FR3057883A1
    申请号:FR1660372
    申请日:2016-10-26
    公开日:2018-04-27
    发明作者:Herve Bertrand
    申请人:Herve Bertrand；
    IPC主号:
    专利说明:

    © Publication no .: 3,057,883 (to be used only for reproduction orders)
    ©) National registration number: 16 60372 ® FRENCH REPUBLIC
    NATIONAL INSTITUTE OF INDUSTRIAL PROPERTY
    COURBEVOIE © Int Cl 8 : E 04 B 1/38 (2017.01), E 04 B 1/18, 1/62, 2/56
    A1 PATENT APPLICATION
    ©) Date of filing: 26.10.16.©) Priority: © Applicant (s): BERTRAND HERVE— FR. @ Inventor (s): BERTRAND HERVE. ©) Date of public availability of the request: 04.27.18 Bulletin 18/17. ©) List of documents cited in the preliminary search report: See the end of this booklet (© References to other related national documents: ® Holder (s): BERTRAND HERVE. ©) Extension request (s): © Agent (s): CABINET CHAILLOT.
    MODULAR STRUCTURAL PANEL AND ASSEMBLY COMPRISING SUCH PANELS FOR THE CONSTRUCTION OF A BUILDING.
    FR 3 057 883 - A1 _ The present invention relates to a modular structural panel (1; 100; 200) intended to be part of an interior or exterior wall of a building (B), said structural panel comprising two facade panels (2, 3) parallel to each other, characterized in that the two front panels (2, 3) are connected by at least one first spacer (7; 107; 207) extending in a first direction of the structural panel and by a set of second spacers (6A, 6B, 6C, 6D; 106A, 106B, 106C, 106D; 206A, 206B, 206C, 206D) extending in a second direction, perpendicular to the first direction, said second spacers (6A , 6B, 6C, 6D; 106A, 106B, 106C, 106D; 206A, 206B, 206C, 206D) projecting from one edge of said structural panel by a distance D and said at least one first spacer (7; 107; 207 ) extending back from the opposite edge of said structural panel (1; 100; 200) by a distance D'at least equal to the distance D, to allow the 'overlapping of the projecting parts in the intermediate space between this first spacer (7; 107; 207) and its adjacent edge of an adjacent panel in the building.
    IM
    I /
    4-%
    P j I!
    6C
    Hk
    M,> A - 2 [/ -2B
    IV /
    MODULAR STRUCTURAL PANEL AND ASSEMBLY COMPRISING SUCH
    PANELS FOR THE CONSTRUCTION OF A BUILDING
    The invention relates to a modular structural panel intended to constitute, with the same modular structural panels and complementary panels, to form the end or corner parts, the external walls of a building or the internal partitions of a building
    Panel construction is known from structural members which have facade panels and horizontal crosspieces connecting the facade panels together, which can be nested one inside the other in order to construct, for example, a wall.
    In order to carry out the fitting, the horizontal crosspieces project from the lateral edges of the facade panels at one of their ends and are of a size such that the ends protruding from the lateral edges can fit into the other ends. corresponding horizontal crosspieces of the next structural panel to form the wall.
    These panels can present problems of mechanical resistance to compression, in particular when they have to support the high weight of an element of the construction, for example the roof.
    To this end, the invention relates to a modular structural panel intended to form part of an interior or exterior wall of a building, said structural panel comprising two front panels parallel to each other, characterized in that the two panels of frontage are connected by at least a first spacer extending in a first direction of the structural panel and by a set of second spacers extending in a second direction, perpendicular to the first direction, said second spacers projecting from an edge of said structural panel with a distance D and said at least one first spacer extending back from the opposite edge of said structural panel with a distance D 'at least equal to distance D, to allow the projecting parts to nest in the intermediate space between this first spacer and its adjacent edge of an adjacent panel in the building.
    The modular structural panel according to the present invention may comprise a single first spacer, which forms a vertical upright of said structural panel in the mounting position and is located at a distance D from the edge closest to said structural panel, the set of second spacers constituting horizontal cross members abutting against the vertical upright in the mounting position.
    The spacers can be assembled to the two front panels by cooperation of ribs / grooves formed in the opposite edges of said spacers with grooves / ribs formed in the internal faces opposite the two front panels, in particular by cooperation of ribs formed in the opposite edges of said spacers with grooves formed in the internal faces opposite the two front panels.
    The assembly of the spacers and the two front panels can be a tenon / mortise type assembly, in particular a dovetail assembly.
    In a particular embodiment, the spacers can be solid elements.
    In a second particular embodiment, the spacers may each consist of two lateral rods whose external longitudinal faces are capable of being fixed against the internal faces opposite the facade elements and which are joined by at least one perpendicular connecting element to said rods and advantageously adjustable in length to allow the spacing of the two front panels to be adjusted.
    The connecting elements may be screws with inverted screw threads making it possible, in the same movement, to separate or bring together the two front panels.
    The or each first spacer may be intended to constitute a vertical upright of the panel in the mounting position, and the second spacers each constitute a horizontal crosspiece in the mounting position, each crosspiece being constituted by two lateral rods whose external longitudinal faces are intended for internal use. be applied and fixed against the opposite faces of the facade elements and which comprise, along their internal longitudinal faces, notches allowing the fitting of cleat-type elements.
    The front panels may have recesses along their edges allowing recesses of the rebate type of said panel with a neighboring panel in the building having a rebate of complementary shape.
    The facade panels can be constituted by a succession of at least two slats in particular which interlock with each other by an interlocking of the rebate type.
    A front panel intended to be placed outside in the mounting position may have an extension directed downwards in the mounting position.
    a
    The modular structural panel according to the present invention may contain an insulating material in at least one internal region thereof between the spacers.
    The facade panels can be made of wood, the grain of the wood advantageously being arranged to be vertically in the mounting position of the vertical facade panels.
    With such an arrangement of the grain of the wood, the recovery of the structural load drops by the facade panels is appreciably improved due to the verticality of the grain of the wood.
    The invention also relates to an assembly for the construction of a building comprising:
    - modular structural panels as previously defined;
    - panels for forming the corners of the building comprising, for each angle:
    - two external panels, one of the edges of which is bevelled to form the external angle proper and an internal panel parallel to one of the external panels and assembled to this by a vertical crosspiece by a dovetail assembly ;
    - an external panel intended to come in the extension of one of the two aforementioned external panels and an internal panel parallel and assembled to this by a vertical cross member assembly one by one of a dovetail assembly tail a corner post disposed in a cavity formed by the outer panels and the inner panels;
    - a low beam on which the modular structural panels will rest and a chaining beam positioned on the top of the modular structural panels in the mounting position, the low beam and the chaining beam along the walls of the building.
    The insulating material contained in the modular panels between the spacers may advantageously be, for example, wood chips, expanding foam of cellulose wadding, glass wool or rock wool.
    To better illustrate the object of the present invention, three specific embodiments will be described below, by way of indication and without limitation, with reference to the attached drawing.
    On this drawing :
    - Figure 1 is a perspective view of a structural panel according to a first embodiment of the present invention, said panel being shown in its vertical oriented position to show in the front the cross members projecting from the vertical edges of the two facade panels;
    - Figure 2 is a perspective view of the panel of Figure 1 returned 180 ° to show the amount joining the two front panels and recessed relative to the two vertical edges of the two front panels;
    - Figure 3 is, on a larger scale, a horizontal sectional view along III-III of Figure 1;
    - Figure 4 is, also on a larger scale and with cutaways between the crosspieces, a vertical sectional view with cutaway according to IV-IV of Figure 1;
    - Figure 5 walls of a structural embodiment is a schematic view of a schematic perspective view of realized with panels in this first mode of - Figure 6 is, on a larger scale, a view in horizontal section through the walls of the building of Figure 5, with cutouts to show the realization of the corners of the building of Figure 5;
    - Figure 7 is a perspective view with cutaway of the corner portion which is shown in section in Figure 6 and which is located at the top right of the sheet containing Figure 6, the interior facade panel having been omitted to better show the realization of this corner part;
    - Figures 8 to 11 are views similar to Figures respectively 1 to 4 of a second embodiment of a structural panel according to the present invention, Figures 10 and 11 being respectively horizontal and vertical sectional views along XX respectively and XI-XI of Figure 8;
    - Figures 12 and 13 are views similar to Figures respectively 5 and 6 of the walls of a building made with structural panels according to this second embodiment;
    - Figures 14 and 15 are views similar to Figures 3 and 4 of a structural panel according to a third embodiment of the present invention;
    - Figure 16 is a sectional view of a structural panel according to a third embodiment turned 180 ° relative to Figure 15 to show the amount of this embodiment.
    Referring to Figures 1 to 4, it can be seen that there is shown a structural panel 1 according to a first embodiment of the present invention. The panel 1 is intended to be part of an exterior wall of a building or to be part of an interior wall or of an interior partition of a building.
    The panel 1 will be described with reference to its vertical mounting position.
    It has two panels 2 and 3, called front panels. In the case where the panel 1 is intended to be part of an exterior wall of a building, one will constitute the exterior panel, and the other, the interior panel. In the example shown, the panel 3 is intended to constitute the outer panel (see FIG. 4) and has a downward extension 3a formed by a notch 3b formed along the lower horizontal edge of the panel 3.
    Each panel 2 or 3 is composed of three slats 2A, 2B, 2C and 3A, 3B, 3C respectively. Each of these slats has, along a vertical edge, a first rebate 4, and along the opposite vertical edge, a second rebate 5 according to a re-entrant angle turned opposite to that which constitutes the first rebate 4.
    A slat is assembled to the neighboring slat by an overlapping of their facing vertical edges, nesting made possible by the rebates 4 and 5 respectively of each of the two slats. The neighboring panels of panel 1 - one of them (panel 1 ') having been shown in dotted lines in Figure 3 will be assembled to panel 1 in the same way by nesting the vertical edges opposite their end slats .
    The panels 2 and 3 are assembled by means of four horizontal crosspieces 6A, 6B, 6C and 6D and a vertical upright 7.
    The horizontal crosspieces 6A, 6B, 6C and 6D are arranged at equal distance from each other, the crosspiece 6A being placed in the vicinity of the lower horizontal edges of the slats 2A, 2B, 2C and 3A, 3B, 3C, and the cross member 6D being arranged in the same way in the vicinity of the upper horizontal edges of said slats, and the cross members 6 B and 6C being located between the two preceding cross members so that the cross members are at equal distance from each other.
    Each horizontal cross 6A, 6B, 6C and 6D is extended along each of its two opposite edges by a tenon 8 widening from the base to the end like a swallow tail allowing an assembly known as " dovetailed ”with panels 2 and 3 which have corresponding horizontal grooves 9.
    In the same way, the upright 7 is extended along its two vertical edges by a tenon 10 widening from the base to the end like a swallow tail allowing a so-called "tail" assembly. aronde ”with the panels 2 and 3 which have vertical grooves 11 of corresponding shape.
    In fact, these grooves 11 are made in the center of the slat 2C and of the slat 3C in the example shown. The crosspieces 6A, 6B, 6C and 6D are placed in abutment against the upright 7 and protrude from the edges of the panels 2 and 3, ie from the edges of the slats 2A and 3A in the example shown, by a distance D equal to the distance between the wall 7a of the upright 7 facing away from the crosspieces 6A, 6B, 6C and 6D and the outer edge of the slats 2C and 3C.
    In order to ensure better sealing of a structure manufactured using the panels 1, grooves R are practiced at the level of each rebate 4 and 5 over the entire length of the panel. These grooves R have a semi-circular profile and when each slat fits into each other the grooves made on the rebates and those made on the rebates 5 face each other so that the grooves R form a space of substantially cylindrical shape into which a seal can be inserted (not shown). The seal is typically a flexible seal, for example made of silicone
    Each slat of the respective panels as well as the crosspieces and the upright will be made of wood. Ideally, the slats will be made so that the wood grain of these will be parallel to the longitudinal edge of the panels. By doing so, the panels can better take up, in the assembly position, the vertical loads associated with a load supported by the panels, such as the roof.
    caused by elements of ίο
    Referring to Figure 5, there is shown a building B whose walls were constructed using a set of panels 1 according to the first embodiment.
    Building B has a door opening P and a window opening F. The building rests on a slab d, such as a concrete slab. In order to mount the walls, a low beam LB is placed on the slab, such as a low wooden beam on which the panels 1 can come to rest. This low beam LB is fixed to the concrete slab, for example by screwing. Once all of the panels have been assembled to each other on the bottom rail, we then place an LC chaining beam on all of the panels 1, at the top of these. This LC chaining rail constitutes the building's belt.
    We practiced cutouts in Figure 5, in order to show panels 1. On these cutouts, we can see crossbeams 6B and 6C as well as uprights 7.
    If we refer to Figures 6 and 7, we can see that there is shown, in Figure 6, a horizontal sectional view through the walls of building B, and in Figure 7, a perspective view with cutaway of the angle which is shown in section in Figure 6 and which is located at the top right of it. We will describe below the mounting of the angles of this building from these two figures.
    In Figure 6, the corners of building B are each made from two corner elements. The top left corner in Figure 6 has two elements 12 and 13. Element 12 and element 13 are each configured to receive a panel 1 on the side of the projecting cross members, respectively.
    π
    The element 12 consists of two external slats 14 and 15 arranged at 90 ° from one another, the edges of the two external slats 14 and 15 being bevelled for the formation of the angle. On each respective edge of the slats 14 and 15 forming the angle, a groove R in profile is made in a semicircle along the entire length of the slats 14 and 15. Once the angle is mounted, the grooves R form a space of substantially cylindrical shape into which a seal can be inserted
    sealing ( no represented ). The element 13 possesses also a latte internal 16. The latte external 15 presents the long from the edge vertical opposite beveled and intended song to receive the
    panel 1, a rabbet 17 configured to receive the corresponding rabbet 4 of the panel 1. The rabbet 17 has over its entire length a groove R of semi-circular profile. In the same way, the internal batten also has a rebate 18, configured to receive the corresponding rebate 4 of the panel 1. The rebate 18 has over its entire length a groove R of semi-circular profile. Thus, when the panel 1 is assembled to the corner element 12, the grooves R on the rebates 4 of the panel 1 and the grooves R on the respective rebates 17 and 18 will form a respective space of substantially cylindrical shape in which one can come and insert a gasket.
    The external batten 15 and the internal batten 16 are assembled by an upright 19. The upright 19 is extended along its two vertical edges by a tenon 20 extending from the base to the end like a swallow tail allowing an assembly called "dovetail" with the slats 15 and 16 which have vertical grooves respectively 21 and 22 of corresponding shape.
    The element 12 has, over its entire length, an angle 23 arranged along the angle formed by the internal faces 14a and 15a of the internal slat 14 and the internal slat respectively. The angle is fixed by screwing to the external slats 14 and 15.
    A corner post 24 is inserted into the cavity formed by the upright 19 and the slats 14, 15 and 16. The corner post 24 is fixed to the external slat 14 by screwing. The corner post 24 and the upright are screwed to each other by a plurality of screws.
    A square 25 allows the element 12 to be fixed to the low beam LB. This fixing is done by screwing the bracket 25 in the upright 19 and in the low beam LB.
    Each slat of the corner element 12 as well as the upright 19 and the corner post 24 will be made of wood. In the same way as for the slats of the panels, the slats of the corner element will be made so that the wood grain will be vertical in the mounting position.
    The element 13 consists of an external batten 26 and an internal batten 27. The external batten 26 has along the vertical edge intended to receive a panel 1, a rebate 28 corresponding to the rebate 4 of the panel 1. The rabbet 28 has over its entire length a groove R of semi-circular profile. In the same way the internal batten 27 also has a rebate 29, configured to receive the corresponding rebate 4 of the panel 1. The rebate 29 has over its entire length a groove R of semi-circular profile. When the panel 1 is assembled to the corner element 13, the grooves R on the rebates 4 of the panel 1 and the grooves R on the respective rebates 28 and 29 will form a respective space of substantially cylindrical shape in which it is possible to insert a seal.
    The external batten 26 and the internal batten 27 are assembled by an upright 30. The upright 30 is extended along its two vertical edges by a tenon 31 extending from the base to the end like a swallow tail allowing an assembly called "dovetail" with the slats 26 and 27 which have vertical grooves 32 and 33 respectively of corresponding shape.
    The edge opposite the edge having the rabbet 29 of the internal batten 27 is aligned with the longitudinal edge of the upright 30.
    Each slat of the corner element 13 as well as the upright 30 will be made of wood. In the same way as previously for the slats of the panels and the corner element 12, the wood grain of the slats will be vertical in the assembly position.
    The element 13 is assembled to the element 12, the upright 30 of the element 13 abuts against the internal slat 16 of the element 12. The external slat 14 of the element 13 has along its opposite edge at the bevelled edge, a rebate 34. The external batten 26 of the element 13 has on its edge opposite to the edge which receives the panel 1, a rebate 35 of re-entrant angle opposite to that of the rebate 34 so that the external batten 14 and the batten fit together. In the same way as for the interlocking of the slats of a panel according to the invention, the rebates 34 and 35 each have a groove R over their entire length and which form a space of substantially cylindrical shape when the elements 12 and 13 are assembled and that the external 26 can grooves R face each other. The space thus created may contain a seal.
    The element 12 and the element 13 are assembled by screwing the upright 30 of the element 13 to the internal slat 16 of the element 12 by a plurality of screws. Similarly, the corner post 24 of the element 12 will be screwed to the slats 14 and 26 of the respective elements 12 and 13.
    A bracket 36 allows the element 13 to be fixed to the low beam LB. This fixing is done by screwing the bracket 36 in the upright 30 and in the low beam LB.
    In order to be able to construct the angles from wooden slats of constant dimensions, and for aesthetic reasons of length of corner elements, the other corner elements will be slightly different. The common elements of the angles will not be described again and will retain the same reference numbers.
    The right-hand corners in Figure 6 have two corner elements 12 'and 13'. The element 12 'is configured to receive a panel 1 on the rising side and the element 13' is configured to receive a panel 1 on the side of the projecting cross members.
    In practice, the differences between the elements 12 and 12 ′ lie in the angle of the rebates. Thus the element 12 'has slats 14', 15 'and 16' which have rabbets 17 ', 18' and 34 'whose re-entrant angle is reversed with respect to the respective rabbets 17, 18 and 34 corner 12. This allows the element 12 'to receive a panel 1 on the rising side.
    In the same way, the element 13 ′ has slats 26 ′ and 27 ′ which have rebates 28 ′, 29 ′ and 35 ′ whose re-entrant angle is inverted with respect to the respective rebates 28, 29 and 34 of the element 13. Thus element 13 'can receive a panel 1 on the side of the projecting cross members.
    The bottom left corner of Figure 6 has a corner element 13 identical to the top left corner configured to receive a panel 1 on the side of the projecting cross members. On the other hand, this angle has a 12 '' element configured to receive a panel 1 on the rising side and to be assembled with an element 13. Thus the element 12 '' has slats 15 'and 16' identical to the angles on the right side and a slat 14 identical to the upper left corner.
    The assemblies of each angle are identical, only the angles of the rebates of the corner parts can vary from one angle to another.
    In order to be able to mount the building, the low beam LB which fixes the structure of the building is fixed on the concrete slab d. Then, we start by having the first corner elements 12 and 13 in a first corner. We can then easily fit the panels 1 into each other to form the walls of the building.
    Referring to Figures 8 to 13, it can be seen that there is shown a second embodiment of a modular structural panel 100 according to the present invention. It will be described that the elements of this second embodiment which differ from those of the first embodiment, the common elements retaining the same reference numbers.
    The crosspieces 6A, 6B, 6C and 6D are replaced by crosspieces 106A, 106B, 106C and 106D which are each constituted by two lateral rods 137 linked together by a connecting element 138.
    Each of the lateral rods 137 presents externally the tenon part 8 intended to cooperate with a groove 9 on the internal faces of the panels 2 and 3.
    The connecting element 138 is arranged in the vicinity of the edge of the panel 100 from which the crosspieces 106A to 106D protrude. It consists of a screw with two reverse screw threads 138a, 138b (see Figure 10), each fixed at its end to a rod 137 of the associated crossmember, an operation of the central part 138c allowing adjustment of the spacing of the two rods 137 of the associated cross member, and thereby of the two panels 2 and 3.
    The upright 7 is replaced by the upright 107 which is constituted by two lateral rods 139 linked together by connecting elements 140.
    Each of the rods 139 presents externally the tenon part 10 intended to cooperate with the groove part 11 of the internal faces of the two panels 2 and 3.
    The connecting elements 140 are four in number and regularly distributed over the entire height of the panel 100 seen in its mounting position. Each connecting element consists of a screw with two inverted screw threads 140a, 140b (see Figure 10), each fixed at its end to a rod 139 of the upright 107, a maneuver of the central part 140c, allowing adjustment of the spacing of
    two rods 139 and by that of the two panels 2s for the and 3. Of the same way who panel 1, the different elements component the panel 100, such than the stems link 137 and 139 as well as the screws 138 and
    140 will be made of wood.
    Referring to Figure 12, there is shown a building B 'whose walls were constructed using a set of panels 100 according to the second embodiment.
    On the cutouts shown in Figure 12, we can see the position of different crosspieces 106B, 106C and 106D as well as uprights 107. For convenience of representation the connecting screws 138 and 140 are shown without their threads.
    Referring to Figure 13, there is shown a horizontal section through the walls of building B 'in Figure 12. We will not describe again the corner elements which are identical to those described for the first embodiment.
    Referring to Figures 14 and 15, there is shown a third embodiment of a modular structural panel 200 according to the present invention. It will be described that the elements of this third embodiment which differ from those of the first and second embodiments, the common elements retaining the same reference numbers.
    The crosspieces 106A, 106B, 106C and 106D are replaced by crosspieces 206A, 206B, 206C and 206D which are each constituted by two lateral rods 237 connected together by a connecting element 238 of cleat type.
    Each of the lateral rods 237 has on the outside the tenon part 8 intended to cooperate with a groove 9 on the internal faces of the panels 2 and 3.
    The connecting element 238 is arranged in the vicinity of the edge of the panel 200 from which the crosspieces 206A to 206D protrude. Each lateral rod has a groove 241 which is formed on only part of said lateral rod, in the upper part of the rod. The groove 241 is formed on the side opposite the side on which the tenon 8 is located. Each connecting element 238 has at each of its ends a tenon 242 capable of cooperating with a groove 241. The tenons 242 are inserted in the corresponding grooves of each opposite side rod and come into abutment against the bottom of each groove. Each groove 241 and each tenon 242 form a connection assembly of the dovetail type.
    The amount 107 is replaced by the amount 207 which is constituted by two lateral rods 239 connected together by connecting elements 240 of cleat type. Each of the rods 239 presents externally the tenon part 10 intended to cooperate with the groove part 11 of the internal faces of the two panels 2 and 3.
    The connecting elements 240 are four in number and regularly distributed over the entire height of the panel 200 seen in its mounting position. Each lateral rod has four notches 243. These notches tapering from their base towards their apex which opens into the internal space of the panels between the faces 2 and 3. The notches 243 are not made over the entire thickness of the lateral rod 239 to which they belong. Each connecting element 240 has at each of its ends a tenon 244 capable of cooperating with the notches 243 of each lateral rod 239. Each tenon will be inserted into the notches and will come into abutment against the bottom of these. Each notch 243 and each tenon 244 form a dovetail type connection assembly. The external face of the connecting elements 240 is flush with the external face of the rods 239 on the end which will receive the projecting cross-members of the next panel during the assembly of these.
    In the same way as for the panels 1 and 100, the elements of the panels 200, such as the rods 237 and 239 and the connecting elements 238 and 240 are made of wood.
    权利要求:
    Claims (15)
    [1" id="c-fr-0001]
    1 - Modular structural panel (1; 100; 200) intended to be part of an interior or exterior wall of a building (B), said structural panel comprising two front panels (2, 3) parallel to each other, characterized by the fact that the two front panels (2, 3) are connected by at least one first spacer (7; 107; 207) extending in a first direction of the structural panel and by a set of second spacers (6A, 6B, 6C, 6D; 106A, 106B, 106C, 106D; 206A, 206B, 206C, 206D) extending in a second direction, perpendicular to the first direction, said second spacers (6A, 6B, 6C, 6D; 106A, 106B, 106C, 106D; 206A, 206B, 206C, 206D) projecting from one edge of said structural panel by a distance D and said at least one first spacer (7; 107; 207) extending back from the opposite edge of said panel structural (1; 100; 200) with a distance D 'at least equal to the distance D, to allow the overlapping of the projecting parts in the intermediate space between this first spacer (7; 107; 207) and its adjacent edge of an adjacent panel in the building.
    [2" id="c-fr-0002]
    2 - modular structural panel (1; 100; 200) according to claim 1, characterized in that it comprises a single first spacer (7; 107; 207), which forms a vertical upright of said structural panel (1; 100; 200) in the mounting position and is located at a distance D from the edge closest to said structural panel, the set of second spacers (6A, 6B, 6C, 6D; 106A,
    106B, 106C, 106D; 206A, 206B, 206C, 206D) constituting horizontal crosspieces abutting against the vertical upright (7; 107; 207) in the mounting position.
    [3" id="c-fr-0003]
    3 - Structural panel (1; 100; 200) according to one of claims 1 and 2, characterized in that the spacers (6A, 6B, 6C, 6D; 106A, 106B, 106C, 106D; 206A, 206B, 206C , 206D) are assembled to the two front panels (2, 3) by cooperation of ribs / grooves (8) formed in the opposite edges of said spacers (6A, 6B, 6C, 6D; 106A, 106B, 106C,
    106D; 206A, 206B, 206C, 206D) with grooves / ribs (9) formed in the internal faces opposite the two front panels (2, 3), in particular by cooperation of ribs (8) formed in the opposite edges of said spacers (6A, 6B, 6C, 6D; 106A, 106B, 106C, 106D; 206A, 206B, 206C, 206D) with grooves (9) formed in the internal faces opposite the two front panels (2, 3).
    [4" id="c-fr-0004]
    4 - modular structural panel (1; 100; 200) according to claim 3, characterized in that the assembly of the spacers (6A, 6B, 6C, 6D; 106A, 106B,
    106C, 106D; 206A, 206B, 206C, 206D) and the two front panels (2, 3) is a tenon / mortise type assembly, in particular a dovetail assembly.
    [5" id="c-fr-0005]
    5 - Modular structural panel (1) according to one of claims 1 to 4, characterized in that the spacers (6A, 6B, 6C, 6D, 7) are solid elements.
    [6" id="c-fr-0006]
    6 - Modular structural panel (100) according to one of claims 1 to 4, characterized in that the spacers (106A, 106B, 106C, 106D, 107) each consist of two lateral rods (137, 139) whose external longitudinal faces are able to be fixed against the internal faces opposite the facade elements and which are joined by at least one connecting element (138, 140) perpendicular to said rods (137, 139) and advantageously adjustable in length to allow adjust the spacing of the two front panels.
    [7" id="c-fr-0007]
    7 - modular structural panel (100) according to claim 6, characterized in that the connecting elements (138, 140) are screws with inverted screws allowing, in the same movement, to separate or bring the two front panels (2, 3).
    [8" id="c-fr-0008]
    8 - Modular structural panel (200) according to one of claims 1 to 4, characterized in that the or each first spacer (207) is intended to constitute a vertical upright of the panel in the mounting position, and the second spacers ( 206A, 206B, 206C, 206D) each constitute a horizontal crossmember in the mounting position, each crossmember being constituted by two lateral rods (237, 239) whose external longitudinal faces are intended to be applied and fixed against the internal faces (2, 3) facing the facade elements and which comprise, along their internal longitudinal faces, notches (241, 243) allowing the fitting of cleat-type elements (238, 240).
    [9" id="c-fr-0009]
    9 - Modular structural panel (1; 100; 200) according to one of claims 1 to 8, characterized in that the front panels have recesses along their edges of recesses (4, 5) allowing an interlocking type rebates of said panel with a neighboring panel in the building (B) having a rebate of complementary shape.
    [10" id="c-fr-0010]
    10 - Modular structural panel (1; 100; 200) according to one of claims 1 to 9, characterized in that the front panels (2, 3) are constituted by a succession of at least two slats (2A, 2B, 2C, 3A, 3B, 3C) in particular nesting together by an interlocking of the rebate type.
    [11" id="c-fr-0011]
    11 - Modular structural panel (1; 100; 200) according to one of claims 1 to 10, characterized in that a facade panel intended to be placed outside in the mounting position has an extension (3a) directed down to the mounting position.
    [12" id="c-fr-0012]
    12 - modular structural panel (1; 100; 200) according to one of claims 1 to 11, characterized in that it contains an insulating material in at least one internal region thereof between the spacers (6A, 6B , 6C, 6D; 106A, 106B, 106C, 106D; 206A, 206B, 206C, 206D; 7; 107; 207).
    [13" id="c-fr-0013]
    13 - Modular structural panel (1; 100; 200) according to one of claims 1 to 12, characterized in that the facade panels (2, 3) are made of wood, the grain of the wood being advantageously arranged to be vertically in the mounting position of the vertical facade panels (2, 3).
    [14" id="c-fr-0014]
    14 - Assembly for the construction of a building comprising:
    - modular structural panels (1; 100; 200) as defined in one of claims 1 to 13;
    - panels (12, 12 ', 12' ', 13, 13') for forming the corners of the building comprising, for each angle:
    - two external panels (14, 14 ', 15, 15') one of the edges of which is bevelled to form the external angle proper and an internal panel (16, 16 ') parallel to one of the external panels ( 15, 15 ') and assembled thereto by a vertical crosspiece (19) by a dovetail assembly;
    - an external panel (26, 26 ') intended to come in the extension of one of the two aforementioned external panels (14, 14', 15, 15 ') and an internal panel (27, 27') parallel and assembled to the latter by a vertical crosspiece (30) by an assembly a dovetail assembly;
    - a corner post (24) disposed in a cavity formed by the external panels (14, 14 ', 15,
    [15" id="c-fr-0015]
    15 ', 26, 26') and internal panels (16, 16 ',
    27, 27 ');
    - a low beam (LB) on which the modular structural panels (1; 100; 200) will rest and a chaining beam (LC) positioned on the top of the modular structural panels in the mounting position, the low beam and the chaining beam along the walls of the building.
    类似技术:
    公开号 | 公开日 | 专利标题
    FR3057883A1|2018-04-27|MODULAR STRUCTURAL PANEL AND ASSEMBLY COMPRISING SUCH PANELS FOR THE CONSTRUCTION OF A BUILDING
    FR2546953A1|1984-12-07|Dismountable construction, particularly for a temporary exhibition
    EP3017690A1|2016-05-11|Shelter for animals, in particular for calves
    WO2009027448A1|2009-03-05|Wood prefabricated construction members and construction system
    FR3054253A1|2018-01-26|PERIPHERAL MAINTENANCE SYSTEM FOR TERRACE WITH SLABS.
    EP3068701B1|2018-08-22|Corner element for shaping the volume of a polygonal structure and polygonal structure fitted with an assembly of such corner elements
    WO2019063828A2|2019-04-04|Construction system for a building module
    FR2928947A1|2009-09-25|WALL, FLOOR OR ROOF PANEL AND CONSTRUCTION SYSTEM HAVING SUCH A PANEL
    FR3068056B1|2019-08-30|AERATOR DEVICE FOR MEANS FOR PROTECTING AN END OF A CARPENT ELEMENT
    FR2956384A1|2011-08-19|Crate e.g. rectangular crate, for storing articles, has polygonal limiting pillar comprising section, which is aligned in space comprising volume opened at end of another volume, and limiting volumes by alignment surfaces
    FR2977618A1|2013-01-11|Palisade for use as e.g. temporary partition in exhibition halls, has superimposed panels including carrying structure, where panels are assembled by connection of structure between panels, and wind-bracing module in shape of bracket
    FR3024487A1|2016-02-05|CARPENTRY STRUCTURE COMPRISING A DORMANT AND A SHUTTER BOX
    BE1025018B1|2018-09-25|Transportable and foldable chalet
    FR2977616A1|2013-01-11|Partition panel for e.g. exhibition hall, has three assembling elements provided on respective sides of panel, where rod of third element is movable in translation in manner parallel to panel and perpendicular to longitudinal direction
    EP0965290A1|1999-12-22|Procedure for construction of kitchen furniture and furniture thus obtained
    FR2515494A1|1983-05-06|Frame for display cabinet - consists of two rectangular frames which are vertical and parallel, with horizontal holes into which tenons on ends of battens fit
    FR2641809A1|1990-07-20|Assembly device for partition framework
    FR2898473A1|2007-09-21|Module for building columbaria for funeral urns comprises base plate in form of isosceles trapezium and T-profile with vertical walls which fits on to it, walls having vertical grooves, into which rounded edges of other profiles fit
    EP1640528B1|2008-09-17|Supporting plate for a corner post of a guardrail
    WO2018002554A1|2018-01-04|Modular panel for forming the walls of a pool
    FR2799780A1|2001-04-20|Lost shuttering components for cast concrete, e.g. of balcony, consist of base and upright members with struts
    FR2782309A1|2000-02-18|Storage and transport pallet for linear articles e.g. tubes or extruded sections, comprises base with side racks that move from a vertical open position to a closed horizontal position and includes locking fastener
    FR2669065A1|1992-05-15|Novel panel for the construction of partitions or walls, and systems of partitions or walls using this panel
    FR3052827A1|2017-12-22|DISPOSITF FOR ASSEMBLY IN EMBOITEMENT OF TABLETS
    FR3091718A1|2020-07-17|Roller shutter structure comprising a box provided with a longitudinal support extension
    同族专利:
    公开号 | 公开日
    EP3323951B1|2019-06-19|
    FR3057883B1|2020-11-06|
    EP3323951A1|2018-05-23|
    US20180112397A1|2018-04-26|
    CA2983952A1|2018-04-26|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    FR492508A|1916-04-06|1919-07-10|Dixie House Company|Construction of buildings by means of sections|
    CH484339A|1968-09-27|1970-01-15|Huesler Balthasar|Wall element made of wood, in particular for facades, process for its production and use of the wall element|
    US20110072746A1|2007-10-05|2011-03-31|University Of Maine System Board Of Trustees|Interlocking roofing panel system|
    WO2014125435A2|2013-02-13|2014-08-21|Bertagnolli Afg Srl|Machine and method for manufacturing a prefabricated wall and a prefabricated wall|
    US10612235B2|2018-01-04|2020-04-07|Jon PUES|Energy wall stud member and construction system|
    BR102019015543A2|2019-07-29|2021-02-02|Jose Costa|MODULAR CONSTRUCTIVE SYSTEM BY FITTING AND LOCKING PARTS|
    EP3779084B1|2019-08-13|2021-10-06|SWISS KRONO Tec AG|Wooden panel element and use of decorative panels|
    CN112095834B|2020-07-18|2021-10-08|温州博润建设有限公司|Novel house building wall structure|
    CN112523454A|2020-11-26|2021-03-19|东莞格美智宅建筑装饰有限公司|House building method|
    法律状态:
    2017-08-23| PLFP| Fee payment|Year of fee payment: 2 |
    2018-04-27| PLSC| Search report ready|Effective date: 20180427 |
    2018-08-14| PLFP| Fee payment|Year of fee payment: 3 |
    2019-08-28| PLFP| Fee payment|Year of fee payment: 4 |
    2020-10-26| PLFP| Fee payment|Year of fee payment: 5 |
    优先权:
    申请号 | 申请日 | 专利标题
    FR1660372|2016-10-26|
    FR1660372A|FR3057883B1|2016-10-26|2016-10-26|MODULAR STRUCTURAL PANEL AND ASSEMBLY CONTAINING SUCH PANELS FOR THE CONSTRUCTION OF A BUILDING|FR1660372A| FR3057883B1|2016-10-26|2016-10-26|MODULAR STRUCTURAL PANEL AND ASSEMBLY CONTAINING SUCH PANELS FOR THE CONSTRUCTION OF A BUILDING|
    CA2983952A| CA2983952A1|2016-10-26|2017-10-25|Modular structural panel and assembly including such panels for the construction of a building|
    EP17198534.4A| EP3323951B1|2016-10-26|2017-10-26|Modular structural panel and assembly comprising such panels for constructing a building|
    US15/794,051| US20180112397A1|2016-10-26|2017-10-26|Modular structural panel and assembly comprising such panels for the construction of a building|
    [返回顶部]