EP2099978B1 - Système de construction pour bâtiments - Google Patents

Système de construction pour bâtiments Download PDF

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Publication number
EP2099978B1
EP2099978B1 EP08853675A EP08853675A EP2099978B1 EP 2099978 B1 EP2099978 B1 EP 2099978B1 EP 08853675 A EP08853675 A EP 08853675A EP 08853675 A EP08853675 A EP 08853675A EP 2099978 B1 EP2099978 B1 EP 2099978B1
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EP
European Patent Office
Prior art keywords
construction system
posts
floor
ceiling
beams
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EP08853675A
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German (de)
English (en)
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EP2099978A1 (fr
Inventor
Hermann Preiss
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Individual
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Individual
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34869—Elements for special technical purposes, e.g. with a sanitary equipment
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/34838—Elements not integrated in a skeleton the supporting structure consisting of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/14—Load-carrying floor structures formed substantially of prefabricated units with beams or girders laid in two directions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/296—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and non-metallic or unspecified sheet-material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/386—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood

Definitions

  • the invention relates to a modular building system for buildings according to the preamble of claim 1.
  • a modular construction of buildings is basically known, cf. for example, the article " High-tech in puristic form "on page T6 in the Frankfurter Thompsone of October 23, 2007 (number 246 ). There, however, the modular structure obviously refers to special solar modules.
  • WO 2005/088021 A1 From the WO 2005/088021 A1 is a transportable modular building known. This has a prefabricated container-like installation module, which is placed on the intended site of the building on a concrete foundation to be prepared there and expanded by modular plate elements. These are on the one hand horizontal plate elements for the formation of floors or ceilings and on the other hand to vertical plate elements for the creation of walls. These plate elements have in common that they represent wooden frame structures that are covered on both sides of the frame level with OSB panels.
  • the wall elements are each arranged in the manner of a framing of the floor or ceiling panels, ie the lower horizontal edge of the wall panels substantially flush with the underside of the adjacent floor panel, and the upper horizontal edge of the wall panel substantially flush with the top of the adjacent ceiling panel, wherein the floor or ceiling panels are respectively connected to the upper and lower edges of the facing vertical sides of the adjacent wall panels.
  • the respective ceiling plate is thus supported by the wall elements with respect to the bottom plate arranged underneath.
  • the wall panels can be formed on the outside of the building corners of the building from the vertical edges of the wall plate outwardly open angle spaces that can be filled with posts.
  • These posts have essentially only a creative function, ie they serve to fill the aforementioned angular spaces, also the posts can be used to connect the wall panels adjacent to the building corners.
  • Fig. 6 of the WO 2005/088021 A1 shows that a construction is possible in which the wall panels are superimposed with their lower horizontal edges on a bottom plate or the ceiling panels rest on the upper horizontal edges a wall plate and / or on facing vertical sides can be fastened by wall elements via bolts provided there.
  • the WO 2006/092262 A1 shows a self-supporting room cell with non-supporting superior outer walls.
  • the structure of a room cell is formed by two lateral longitudinal frame, which are each arranged with a vertical frame plane and composed of horizontal edge-side longitudinal members and vertical edge-side vertical members. These longitudinal frames are connected to each other via cross members, which are arranged between the frame corners of two mutually parallel longitudinal frame.
  • the upper and lower longitudinal members of the longitudinal frame are each formed as U-profiles with mutually facing U-openings.
  • the longitudinal edges of floor or ceiling panels are inserted into the U-openings of the longitudinal members of the longitudinal frame, so that these plates are held captive in the longitudinal members of the longitudinal frame after arrangement of the cross member.
  • the longitudinal frame and cross member and the floor and ceiling panels are in accordance with WO 2006/092262 A1 formed as a stable sheet metal parts, wherein the floor and ceiling panels are formed substantially in the manner of a corrugated sheet.
  • the object of the invention is therefore to provide a modular building system for buildings, the possibility should be given to create a house or building in the short term with relatively large variability of the design using industrially manufactured standard parts.
  • the posts are designed and arranged with appropriate load in the push and turn and pull direction, can be made of a floor and a ceiling plate and arranged therebetween at the plate corners post room-sized stackable modules with which the shell of a building in can create the simplest way, each with the bottom plate or the bottom plates of an upper floor resting on the ceiling plate or the ceiling panels of the underlying projectile.
  • Wall and / or window and / or door elements can be used in principle any way between the floor and ceiling panels of a projectile, so that a projectile can be divided as desired into individual rooms.
  • the wall elements can also take on a supporting function, in particular if the wall elements are arranged on the plate edges.
  • a supporting or supporting function of the wall elements is not necessary, because according to a particular preferred embodiment of the invention, the resilience is ensured by appropriate stability of the floor or ceiling panels and the arranged therebetween at the plate corners post. This also applies if the space modules formed by means of the plates and posts are stacked on top of each other.
  • the floor or ceiling panels may have a plate frame forming the beam frame, between which the frame longitudinal sides forming beams a plurality of cross bars are arranged so that the frame receives a ladder structure.
  • a Holzbeplankung is provided, wherein the distance space between the upper and lower planking with basically any insulation materials, in particular mineral wool, can be filled.
  • the planking is preferably recessed, so that the supports or posts provided there can be connected directly to frame elements of the respective plate and for exposed elements of anchor arrangements for connection of the frame elements and posts or columns sufficient clearance on the respective post or the side facing away from the respective support of the frame remains, even if the bottom plate of the overlying projectile is to be placed resting on the ceiling plate of a lower floor.
  • Fig. 1 has a floor or ceiling plate 1 according to the invention at its edge a peripheral frame, which is formed by marginal longitudinal and transverse beams 2 and 3, which preferably consist of cross-timbers, so that the beams remain free from distortion. At the corners of the frame, the beams are overlapped and pinned together.
  • edge-side transom 3 Between the edge-side transom 3 further crossbars 4 are provided, via which the longitudinal beams 2 are connected to each other in the manner of a conductor structure.
  • the top and bottom of the frame formed by the bars 2 to 4 is covered with squared timbers 5 which extend in the longitudinal direction of the frame and are recessed at the frame corners to form recesses 6 which are square in plan view.
  • the frame fields formed between the transom 3 and 4 between the top and bottom planking can be filled with in principle any insulation materials or the like.
  • the distance between the space between the planking and the underside planking squared timbers 5 is filled with mineral wool or other non-combustible insulation material.
  • the skins are preferably in the form of panels in that the square timbers forming the skins are pinned to one another, in particular by means of self-tapping screws, the pins being arranged parallel to the planking plane and perpendicular to the longitudinal axes of the squared timbers are.
  • similar panels are also provided for the wall elements described below.
  • the recesses 6 of the planking at the frame corners are provided for positive reception of posts or columns 7 with a corresponding cross-section, the posts 7 are connected to the exposed frame corners by means of dowels or threaded rods zug- and shear resistant.
  • the recesses 6 serve on the one hand to encompass the posts positively and on the other hand on the side facing away from the post of the frame corner to provide sufficient accommodation space for protruding from the frame corners dowel parts, which can thus be detected at the frame corners readily with appropriate tools.
  • the posts are penetrated by an axial channel, in which a projecting at both ends of the post threaded rod or a tensioning cable is arranged with its ends forming threaded parts.
  • the protruding ends of the threaded rod or threaded parts pass through corresponding holes at the corners of the frame corners formed by the beams 2 and 3, then turned on the threaded ends on the side facing away from the respective frame side frame nuts or internal threaded parts and clamped with the interposition of washers against the frame ,
  • the nuts or internally threaded parts may be formed as a lifting lugs on which each of a floor and a ceiling plate and the corner modules formed space modules coupled with a crane and can be moved to a construction site.
  • the posts may be composed of two squared timbers, each forming half the cross-section of the post, which are pinned together, in particular with self-tapping screws.
  • a central axial groove is arranged on the mutually facing contact surfaces of the squared timbers.
  • Fig. 2 in each case form a floor and a ceiling plate 1 with the posts 7 arranged at the corners between a room module, which can be arranged virtually any desired on appropriate ground or on other room modules, which can realize very diverse floor plans. If the room modules abut each other with their long sides, comparatively large column-free rooms can be created.
  • the floor or ceiling panels can be hung with their longitudinal or transverse edges in the lateral recesses between upper flange and lower flange of cantilevered double T-beams.
  • profile bars are preferably arranged on the marginal longitudinal or transverse bars of the floor or ceiling panels whose width of the horizontal depth of Recesses between upper and lower flange of the double-T-carrier corresponds. In this way it can be achieved that the horizontal distance between the double-T beams can correspond to the length or width of the floor or ceiling panels.
  • each double-T support on the one hand support the ceiling plate of a lower floor and on the other hand, the bottom plate of an overlying bullet edge.
  • wall elements can be arranged in virtually any desired manner for the space division between the floor and ceiling panels of a room module.
  • prefabricated standard wall elements 20 are preferably dimensioned such that when they are arranged on the narrow side of a room module between the corner-side pillars of the room module in each case half the opening width between the corner posts close, i. Two standard wall elements are sufficient for closing the entire narrow side of a room module.
  • the lengths of the room modules are dimensioned such that the dimensions of length and width behave as 2: 1.
  • the openings between the corner posts on the longitudinal sides of the room modules can be used in each case by two additional, usable between the floor and ceiling plate of the room module additional post 21 and close a total of four aforementioned standard wall elements.
  • the additional posts have the same cross sections as the corner posts.
  • the additional posts 21 have a height such that they fit between the skins 5 of the floor and ceiling panels 1.
  • the wall elements and correspondingly sized door or window elements can be arranged or replaced with the wall elements.
  • the wall elements consist essentially of two panels each composed of square timbers, between which spacer elements are arranged.
  • To build the panels are preferably squared timbers with a thickness of 40mm and a width of 80mm.
  • the vertically arranged squared timbers 8 with their narrow (40mm wide) vertical sides are butted together by adjacent squared timbers 8 together by pins 9, in particular self-tapping screws, which are arranged horizontally and parallel to the panel plane, interconnected.
  • the wall panels formed by the squared timber 8 obliquely to the horizontal extending spacers 10 are arranged whose thickness corresponds to the thickness of the squared timbers 8 and, for example, 40mm.
  • These spacers are in turn pinned to the square timbers 8 forming the panels, preferably by self-tapping screws, in which case the pins are arranged perpendicular to the panel plane.
  • the boards formed by the square timbers 8 in the manner of a circulating Frame arranged squared timbers 11 may have a square cross section with a width and thickness of 40mm.
  • These squared timbers 11 are spaced from the edge of the panels formed by the squared lumber 8, so that between the edges of the two panels forming the respective wall element, a circumferential groove is formed into which corresponding sized squared timber profiles can be inserted in the manner of springs.
  • These springs can serve on the one hand for connecting adjoining wall elements and on the other hand for the positive retention of the wall elements on the floor or ceiling panels of the room modules.
  • the cavities between the wall panels of a wall element can be filled to increase the thermal insulation and / or heat capacity of the wall element with a bulk material, in particular with lime split. As a result, the sound insulation of the wall elements is improved.
  • the intermediate posts 21 are shortened in comparison to the corner posts 7, such that the intermediate posts 21 fit between the mutually facing skins 5 of the floor or ceiling panels 1 of the respective room module.
  • 2 recesses 60 may be provided for this purpose each at the longitudinal center of each floor or ceiling plate at the longitudinal edges in the region of the longitudinal beams, which are dimensioned so that they can accommodate two in the longitudinal direction of the floor or ceiling plate 1 immediately adjacent post ,
  • Fig. 9 to 11 may be appropriate to form arranged on or in a room module outer or inner walls or intermediate post with respect to the vertical distance between the bottom and top plate reduced height and complete the remaining distance space by a horizontal bar 200 with the vertical distance and the wall thickness matching cross-section. This simplifies the arrangement of the walls. In addition, a door or lintel facilitating the installation of doors or windows is thus formed.
  • the final assembly of the room modules can easily be done at the respective site, so that the floor or ceiling panels 1 can be delivered stacked with conventional trucks without excessive volume requirements during transport.
  • the corner posts 7 and optionally provided as additional connections between the bottom and the top plate intermediate posts 21 at the corner-side or longitudinal recesses 6, 60 of the bottom panel 5 of the bottom plate arranged by protruding from the post threaded parts of the threaded rods or traction cables or the like in holes in the frame beams of Bottom plate are inserted. Thereafter, the ceiling plate is placed and braced on the post with the bottom plate by the above-mentioned internal thread parts are turned on the threaded segments of the threaded rods or tension cables and tightened.
  • now outer or intermediate walls can be arranged. Then the finished building module can be lifted with a crane and set down on already constructed parts of the building.
  • Fig. 9 and 10 further show by way of example that the floor or ceiling panels 1 may optionally be provided with openings 100 for later to be installed stairs or the like.
  • the arrangement of outer and intermediate walls can be made at any time after completion of a "shell" formed from the space modules.
  • the floor or ceiling panels 1 and the posts 7 and 21 can also be used to produce multi-storey room modules.
  • only a single ceiling or floor plate is usually provided between directly superimposed floors of the room module.
  • these posts can be penetrated by a single common threaded rod, the ends then protrude at the corners of the uppermost ceiling or bottom plate, so that there in fundamentally the same way as described above for a single-storey room module, nuts or internal thread parts with the interposition of washers against the frame of the respective floor or ceiling plate can be stretched.
  • threaded rods and tension cables can be provided in one and in multi-storey room modules, connect the ends of threaded pieces on which then the aforementioned nuts or female threaded parts are turned on with the interposition of said washers for clamping.
  • the floor or ceiling panels can also be used as load-bearing wall panels, according to Fig. 4 several floor or ceiling panels 1 can be joined together to form a large wall plate.
  • Fig. 4 shows, for this purpose, in adjacent recesses 6 and 60 of the planking 5 of the plates to be connected to each other flat on one side or on both sides flange plates 61 and 62 or 61 'and 62' are arranged, which then by means of the longitudinal beams 2 of the adjacent or the respective plates 1 passing through Screws or the like are connected to each other. In this way, it is possible to produce large-scale walls with low production costs.
  • the posts can also be used as a beam, wherein a plurality of vertically stacked upright posts or beams can form a heavy-duty carrier whose individual beams can be biased by the threaded rods or tension cables in different ways.
  • the Fig. 5 shows an example of such an arrangement.
  • the posts or beams 7 can each be composed of two squared timbers with a rectangular cross-section.
  • the squared timbers are connected to each other without glue, preferably by pinning by means of self-tapping screws.
  • the square timbers On their mutually facing wide side surfaces, the square timbers each have a longitudinal groove, wherein the two longitudinal grooves of the two timbers together form a longitudinal channel for receiving the above-mentioned threaded rod or the tensioning cable provided instead.
  • the posts or beams formed by the square timbers can in principle be attached to each other several times axially, so that virtually any overlong posts or beams 7 can be produced, which are each composed of axially extending short post or beam segments. In this case, these segments can engage positively with one another at their counterparts counter-wedge teeth, wherein the positive connection without Glue or adhesive is secured by tensioning the respective continuous threaded rod or the tensioning cable.
  • Fig. 6 to 8 show different ways with the in Fig. 5
  • Fig. 6 shows a beam, which is composed of arranged in several layers squared timbers 70, wherein the squared timbers 70 of the next layer are arranged offset relative to the previous layer by half the timber length. Adjacent layers of squared timbers 70 are each connected glue-free by pinning by means of self-tapping screws.
  • Fig. 7 shows the possibility that the layers of squared lumber may optionally be arranged offset in the transverse direction relative to each other. As a result, an increased rigidity against bending stresses with respect to a perpendicular to the large side surfaces of the squared timbers 70 axis can be achieved.
  • Fig. 8 shows quite generally the possibility of structural parts with large cross sections of glue-free, in particular by pinning together by means of self-tapping screws squared timbers 70 together.
  • adjacent squared lumber each offset in the longitudinal direction to each other, wherein it is preferably provided adjacent Kantholzlagen also in the transverse direction of the Squared timbers offset to each other to arrange.
  • Fig. 8 shown pinning in two mutually substantially perpendicular directions, that is, on the one hand, a pinning perpendicular to the narrow side surfaces of the squared lumber and on the other hand, a pinning perpendicular to the wide side surfaces of squared timbers, an extremely resilient composite is achieved. As a result, thus massive wall, ceiling, post or support structures can be created.
  • the squared timbers 70 are each arranged with longitudinal axes parallel to one another, the squared timbers can also be arranged in the form of mutually pinned cross plies.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Health & Medical Sciences (AREA)
  • Epidemiology (AREA)
  • Public Health (AREA)
  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Claims (20)

  1. Système de construction modulaire pour des constructions en hauteur, avec des panneaux de plancher ou de plafond rectangulaires préfabriqués, et des supports ou poteaux (7) montés ou aptes à être montés sur les coins de panneau, dans lequel les panneaux de plancher ou de plafond comportent un cadre en bois avec des poutres longitudinales et transversales (2, 3),
    caractérisé en ce que
    les poutres longitudinales et transversales (2, 3) agencées sur les bords des panneaux forment des cadres en bois périphériques comportant des poutres transversales internes ou supplémentaires (4) agencés à la façon des barreaux d'une échelle, entre les poutres transversales du bord (2, 3), en ce que les cadres en bois sont bordés ou peuvent être bordés du côté supérieur ou du côté inférieur avec des bois d'équarrissage, en ce que ces bordages (5) sont évidés dans les coins de panneau de manière à correspondre à la section transversale des poteaux ou supports (7) montés dans les coins de panneau, respectivement entre un panneau de plancher et un panneau de plafond , et en ce que les poteaux ou supports (7) sont reliés ou goupillés directement avec le cadre en bois de chacun des panneaux.
  2. Système de construction selon la revendication 1,
    caractérisé en ce que
    les bordages (3) sont conçus comme des tableaux, en goupillant entre eux des bois d'équarrissage (8) formant les bordages, en particulier au moyen de vis auto-taraudeuses, les tiges (9) étant respectivement agencées parallèlement au plan des bordages et perpendiculairement aux axes longitudinaux des bois d'équarrissage (8).
  3. Système de construction selon l'une des revendications 1 ou 2,
    caractérisé en ce que
    les espaces vides entre les bordages (5) sont remplis ou peuvent être remplis avec des matières isolantes.
  4. Système de construction selon l'une des revendications 1 à 3,
    caractérisé en ce que
    les poutres longitudinales et transversales (2, 3) situées au bord sont superposés entre elles dans les coins de cadre et reliées par goupillage.
  5. Système de construction selon l'une des revendications 1 à 4,
    caractérisé en ce que
    les poutres transversales supplémentaires (4) sont goupillées avec les poutres longitudinales, par le biais de ferrures.
  6. Système de construction selon l'une des revendications 1 à 5,
    caractérisé en ce que
    les poteaux ou supports (7) sont reliés au cadre en bois des panneaux adjacents, au moyen de barres filetées traversant un canal axial du poteau ou du support ainsi que des alésages dans les coins de cadre, sur les extrémités libres desquelles sont montés des pièces filetées serrées contre les coins de cadre.
  7. Système de construction selon l'une des revendications 1 à 6,
    caractérisé en ce que
    les côtés ouverts des modules spatiaux peuvent être fermés entre les poteaux de coin, par des modules de paroi ou de fenêtre (20) standardisés.
  8. Système de construction selon la revendication 7,
    caractérisé en ce que
    les modules de paroi ou de fenêtre sont dimensionnés de telle façon, que les ouvertures entre les poteaux de coin (7) peuvent être fermées sur les côtés étroits des modules spatiaux, respectivement par deux modules de paroi ou de fenêtre (20), tandis que les ouvertures sur les côtés longitudinaux des modules spatiaux peuvent être fermées par quatre modules de paroi ou de fenêtre (20) et deux supports ou poteaux supplémentaires (21), dans un ordre au choix.
  9. Système de construction selon l'une des revendications 1 à 8,
    caractérisé en ce que
    les panneaux de plancher ou de plafond présentent un rapport longueur-largeur de 2:1.
  10. Système de construction selon la revendication 8 ou 9,
    caractérisé en ce que
    les supports ou poteaux supplémentaires (21) présentent les mêmes sections transversales que les poteaux de coin (7).
  11. Système de construction selon l'une des revendications 1 à 10,
    caractérisé en ce que
    les panneaux de plancher ou de plafond (1) peuvent être utilisés comme parties de mur ou de mur porteur.
  12. Système de construction selon l'une des revendications 1 à 11,
    caractérisé en ce que
    les poteaux (7, 21) sont constitués de bois, en particulier de bois d'équarrissage remplissant la section transversale de poteau, en lissant libre un canal longitudinal central, tandis qu'un organe de traction, en particulier une tige filetée ou un câble de tension, est disposé dans le canal longitudinal.
  13. Système de construction selon la revendication 12,
    caractérisé en ce que
    les poteaux (7, 21) sont constitués de deux bois d'équarrissage avec une section transversale rectangulaire, et le canal longitudinal est formé par des rainures longitudinales sur les surfaces latérales opposées des bois d'équarrissage.
  14. Système de construction selon l'une des revendications 1 à 13,
    caractérisé en ce que
    le système de construction comprend des supports de poutre, des poteaux et/ou des systèmes de paroi, de plafond et/ou de toit, constitués de bois d'équarrissage (70) superposés les uns sur les autres dans le sens longitudinal et/ou transversal.
  15. Système de construction selon la revendication 14,
    caractérisé en ce que
    les bois d'équarrissage (70) sont goupillés les uns avec les autres, en particulier au moyen de vis auto-taraudeuses.
  16. Système de construction selon l'une des revendications 1 à 15,
    caractérisé en ce que
    tous les éléments en bois sont conçus comme des constructions en bois exemptes de colle.
  17. Système de construction selon l'une des revendications 1 à 16,
    caractérisé en ce que
    le système de construction comprend des pièces de structure avec de grandes sections transversales en bois d'équarrissage (70), reliées entre elles sans colle, au moyen de vis auto-taraudeuses.
  18. Système de construction selon l'une des revendications 1 à 17,
    caractérisé en ce que
    les panneaux de plancher ou de plafond sont accrochés, par leurs bords longitudinaux ou transversaux, dans des évidements latéraux entre la membrure supérieure et la membrure inférieure de supports en double T en portée libre.
  19. Système de construction selon la revendication 18,
    caractérisé en ce que
    des poutres de profil, dont la largeur correspond à la profondeur horizontale des évidements entre la membrure supérieure et la membrure inférieure des supports en double T, sont agencées sur les poutres longitudinales ou transversales situées sur le bord des panneaux de plancher ou de plafond, de sorte que l'espacement horizontal entre les supports en double T peut correspondre à la longueur ou à la largeur des panneaux de plancher ou de plafond.
  20. Système de construction selon la revendication 12 ou 13,
    caractérisé en ce que
    des poteaux de coin (7) qui se suivent dans les étages voisins d'un module spatial à plusieurs étages, en suivant un même axe, sont traversés par une seule et même tige filetée ou par un seul et même câble de tension, sont les extrémités font saillie avec des pièces filetées dans les coins du panneau de plafond le plus haut ou du panneau de plancher le plus bas, de sorte que des écrous ou des pièces filetées intérieures peuvent être serrés contre les cadres de chaque panneau de plancher ou de plafond, en intercalant des rondelles annulaires.
EP08853675A 2007-11-29 2008-12-01 Système de construction pour bâtiments Active EP2099978B1 (fr)

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DE200710057890 DE102007057890A1 (de) 2007-11-29 2007-11-29 Bausystem für Hochbauten
PCT/EP2008/066532 WO2009068687A1 (fr) 2007-11-29 2008-12-01 Système de construction pour bâtiments

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EP (1) EP2099978B1 (fr)
CA (1) CA2706802A1 (fr)
DE (1) DE102007057890A1 (fr)
RU (1) RU2010119771A (fr)
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ZA (1) ZA201003185B (fr)

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WO2023084064A1 (fr) * 2021-11-12 2023-05-19 Geoffrin Jean Marc Panneaux de bardage pour modules de construction modulaire

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WO2009068687A1 (fr) 2009-06-04
CA2706802A1 (fr) 2009-06-04
ZA201003185B (en) 2011-09-28
RU2010119771A (ru) 2012-01-10
US8904715B2 (en) 2014-12-09
EP2099978A1 (fr) 2009-09-16
US20100251628A1 (en) 2010-10-07
DE102007057890A1 (de) 2009-06-04

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