CA2905191A1 - Modular building system - Google Patents
Modular building system Download PDFInfo
- Publication number
- CA2905191A1 CA2905191A1 CA2905191A CA2905191A CA2905191A1 CA 2905191 A1 CA2905191 A1 CA 2905191A1 CA 2905191 A CA2905191 A CA 2905191A CA 2905191 A CA2905191 A CA 2905191A CA 2905191 A1 CA2905191 A1 CA 2905191A1
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- Prior art keywords
- uprights
- construction system
- vertical uprights
- vertical
- assemblies
- Prior art date
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Links
- 238000010276 construction Methods 0.000 claims abstract description 27
- 230000000712 assembly Effects 0.000 claims abstract description 15
- 238000000429 assembly Methods 0.000 claims abstract description 15
- 239000002023 wood Substances 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 14
- 239000002131 composite material Substances 0.000 claims description 6
- 239000002184 metal Substances 0.000 claims description 4
- 229910052751 metal Inorganic materials 0.000 claims description 4
- 238000012423 maintenance Methods 0.000 abstract description 2
- 230000000284 resting effect Effects 0.000 abstract 1
- 239000000835 fiber Substances 0.000 description 6
- 230000006835 compression Effects 0.000 description 4
- 238000007906 compression Methods 0.000 description 4
- 238000011084 recovery Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- CWYNVVGOOAEACU-UHFFFAOYSA-N Fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 1
- 229920002522 Wood fibre Polymers 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- -1 ferrous metals Chemical class 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 238000009431 timber framing Methods 0.000 description 1
- 239000002025 wood fiber Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/706—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/005—Modulation co-ordination
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2692—End to end connections of elongated members along their common longitudinal axis
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Système de construction modulaire consistant en un système de construction où le gros uvre est constitué de plusieurs unités (1) préfabriquées assemblées en superposition, chacune des unités (1) est constituée d'une structure ossature bois, comprenant une succession de montants verticaux (2) espacés selon un entraxe normalisé, dont les montants verticaux (2) sont filants toute hauteur entre planchers, les montants verticaux (2) du mur en étage N+1 reposant chacun directement sur un montant vertical (2) du niveau N, tandis que des assemblages (3) latéraux aux montants verticaux (2) et/ou des assemblages sur des éléments insérés entre montants (2) assurent les fonctions de maintien et d'entretoisement des montants verticaux (2).Modular construction system consisting of a construction system where the main structure consists of several prefabricated units (1) assembled in superposition, each of the units (1) consists of a wooden frame structure, comprising a succession of vertical uprights (2 ) spaced at a standardized spacing, the vertical uprights (2) of which run all the way between floors, the vertical uprights (2) of the wall in storey N + 1 each resting directly on a vertical upright (2) of level N, while lateral assemblies (3) to the vertical uprights (2) and / or assemblies on elements inserted between uprights (2) provide the maintenance and bracing functions of the vertical uprights (2).
Description
SYSTEME DE CONSTRUCTION MODULAIRE
La présente invention a pour objet un système de construction ossature bois industrialisé pour la réalisation de bâtiments.
La présente invention a plus particulièrement pour objet un système de construction dont les performances permettent des empilements sur de nombreux niveaux d'étages sans structure porteuse rapportée.
On connaît déjà des systèmes construction en bois, ils sont essentiellement au nombre de trois, et présentent chacun des avantages et des inconvénients.
On connaît ainsi l'assemblage de murs en bois massif contre-collé, où des panneaux de bois continus sont reconstitués à partir d'assemblages de bois de petites sections en couches croisées. Les panneaux ainsi obtenus sont utilisés en remplissage de structure porteuse ou en tant que structure porteuse suivant des normes d'assemblages propres.
On connaît également les structures poteaux-poutres, comprenant une structure de bois de grande section qui est assemblée en étages, son dimensionnement pour les éléments verticaux (poteaux) et horizontaux (poutres) ainsi que leurs liaisons en assemblages reprend l'ensemble des efforts nécessaires à la réalisation du bâtiment, les dalles rapportées ainsi que les panneaux de mur viennent achever l'enveloppe du bâtiment et peuvent éventuellement assurer des fonctions de contreventement de la structure poteaux-poutres porteuse.
Enfin, on connaît également les constructions de type ossature bois, à savoir qu'un panneau de mur est constitué de montants bois verticaux pris sur une lisse basse et une lisse haute pour la constitution d'un panneau. Le panneau est constitué de cette structure contreventée par un panneau de contreventement, ou deux, fixé sur la structure. Les panneaux ainsi obtenus sont utilisés en remplissage de structure porteuse MODULAR CONSTRUCTION SYSTEM
The present invention relates to a system of industrialized timber frame construction for the realization of buildings.
The present invention more particularly relates to a construction system whose performance allows for stacks on many levels of floors without structure reported carrier.
We already know wooden construction systems, they are essentially three in number, each presenting advantages and disadvantages.
We thus know the assembly of solid wood walls laminated, where continuous wood panels are reconstituted from wood assemblies of small sections in layers cross. The panels thus obtained are used in carrier structure filling or as a structure carrier following clean assembly standards.
Pole-beam structures are also known, comprising a large section timber structure that is assembled in stages, its dimensioning for the elements vertical (poles) and horizontal (beams) as well as their connections in assemblies takes all the efforts necessary for the realization of the building, the slabs reported as well as the wall panels come to complete the envelope of the building and may possibly perform functions of bracing of the structure posts-beams carrier.
Finally, we also know the type constructions wood frame, ie that a wall panel consists of vertical wood uprights taken on a low rail and a smooth high for the constitution of a panel. The panel is consisting of this structure braced by a panel of bracing, or two, attached to the structure. The signs thus obtained are used in load-bearing structure filling
2 ou en tant que structure porteuse suivant des normes d'assemblages propres.
Ces murs ossature bois peuvent être posés sur les planchers intermédiaires ou sur des structures poteaux-poutres.
Les lisses basse et haute du panneau ont plusieurs fonctions mécaniques et structurelles, à savoir :
- fixation et maintien des montants à l'entraxe voulu les uns par rapport aux autres - fixation de la lisse basse pour le maintien en alignement et en descente de charges du panneau.
- fixation des éléments de construction supérieurs sur la lisse haute du panneau.
Les lisses basses et hautes permettent de couturer le matériau ou système de contreventement en bordures basse et haute du panneau.
La construction ossature bois conventionnelle, présente toutefois des limites. Ainsi, les lisses basses et hautes d'un panneau ossature bois reprennent la charge portée par chaque montant dans le sens perpendiculaire à la fibre du bois.
Le bois porte beaucoup plus de charge par unité de surface dans le sens de sa fibre que dans le sens perpendiculaire à sa fibre, il en résulte un écrasement des lisses ou éléments de bois massifs aux fibres horizontales aux descentes ponctuelles de charge.
Typiquement, un système ossature conventionnel avec transfert de charges sur des bois aux fibres horizontales permet de porter des bâtiments en ossature bois jusqu'en niveau R+2, c'est-à-dire trois niveaux, au-delà il y a risque d'écrasement ponctuel de ces bois massifs qui arrivent en limite structurelle.
La présente invention a pour but de proposer un système de construction préfabriqué de structure ossature bois qui soit transportable et qui soit très largement empilable sans structure porteuse rapportée et sans être limité en nombre de niveaux réalisables. 2 or as a supporting structure according to standards clean assemblies.
These wooden frame walls can be placed on intermediate floors or on post-beam structures.
The low and high rails of the panel have several mechanical and structural functions, namely:
- fixing and maintaining the amounts at the desired distance between them one compared to the others - fixing of the low rail for the maintenance in alignment and descent of the panel.
- fixing the upper construction elements on the smooth high of the panel.
The low and high rails allow to sew the material or system of bracing in low borders and high of the panel.
The conventional wood frame construction, presents however, limits. Thus, the low and high rails of a wood framing panel take over the load carried by each amount in the direction perpendicular to the wood fiber.
The wood carries a lot more load per unit of surface in the direction of his fiber that in the sense perpendicular to its fiber, it results in a crushing of smooth or solid wood elements with horizontal fibers to occasional descents of load.
Typically, a conventional framing system with transfer of loads on wood to horizontal fibers allows to carry timber frame buildings up to level R + 2, that is to say, three levels, beyond which there is a risk of crushing punctual of these massive woods that arrive at the limit structural.
The present invention aims to propose a system prefabricated structure of wood frame structure that is transportable and which is very largely stackable without reported bearing structure and without being limited in number of achievable levels.
3 Le système de construction modulaire selon l'invention se caractérise en ce qu'il consiste en un système de construction où le gros uvre est constitué de plusieurs unités préfabriquées assemblées en superposition ; et en ce que chacune desdites unités est constituée d'une structure ossature bois, comprenant une succession de montants verticaux espacés selon un entraxe normalisé, dont lesdits montants verticaux sont filants toute hauteur entre planchers, et en ce que lesdits montants verticaux du mur en étage N+1 reposent chacun directement sur un montant vertical du niveau N, tandis que des assemblages latéraux aux montants verticaux et/ou des assemblages sur des éléments insérés entre montants verticaux assurent les fonctions de maintien et d'entretoisement desdits montants.
La descente de charge autorisée par montant est bien supérieure dans cette configuration, il n'y a pas de bois aux fibres horizontales en reprise de charge et donc pas d'écrasement.
Il n'y a pas de poteaux de reprise nécessaires comme dans un système poteau-poutre, on reste dans de l'ossature bois standard, sections de montants et entraxe, classe structurelle de bois selon la législation en vigueur.
Selon une autre version du système de construction modulaire selon l'invention, il se caractérise en ce qu'il consiste en un système de construction où le gros uvre est constitué de plusieurs unités préfabriquées assemblées en superposition ; et en ce que chacune desdites unités est constituée d'une structure ossature bois, comprenant une succession de montants verticaux espacés selon un entraxe normalisé, dont lesdits montants verticaux sont filants toute hauteur entre planchers, et en ce que lesdits montants verticaux du mur en étage N+1 reposent chacun sur un montant vertical du niveau N après avoir intercalé entre eux un élément apte à
assurer le report ou la descente de charges et réalisé dans un matériau ou dans un composite de plusieurs matériaux, qui est choisi en sorte de conserver ses propriétés mécaniques sous les contraintes de charges du ou des étages supérieurs, tandis que 3 The modular construction system according to the invention is characterized in that it consists of a building system where the large work consists of several prefabricated units superimposed assemblies; and in that each of said units consists of a wood frame structure, comprising a succession of vertical uprights spaced according to a spacing standardized, of which said vertical uprights are all height between floors, and in that said uprights wall in floor N + 1 each rest directly on an amount level N, while lateral connections to uprights and / or assemblies on elements inserted between vertical uprights provide the functions of maintaining and bracing said amounts.
The authorized load descent by amount is well superior in this configuration, there is no wood to horizontal fibers in load recovery and so not crushing.
There are no recovery poles needed as in a post-beam system, we stay in the wood frame standard, sections of uprights and center distance, structural class of wood according to the legislation in force.
According to another version of the construction system modular according to the invention, it is characterized in that consists of a construction system where the big work is consisting of several prefabricated units assembled in superposition; and in that each of said units is consisting of a wood frame structure, comprising a succession of vertical uprights spaced according to a spacing standardized, of which said vertical uprights are all height between floors, and in that said uprights wall in floor N + 1 each rest on a vertical amount of level N after having inserted between them an element capable of to ensure the postponement or descent of charges and carried out in a material or in a composite of several materials, which is chosen to maintain its mechanical properties under the load constraints of the upper storey (s), while
4 des assemblages latéraux aux montants verticaux et/ou des assemblages sur des éléments insérés entre montants verticaux assurent les fonctions de maintien et d'entretoisement desdits montants verticaux.
Les éléments intercalés, réalisés dans un matériau, ou dans un composite de plusieurs matériaux, du métal par exemple, sont susceptibles de constituer également des moyens de fixation.
Leur nature et leurs caractéristiques dimensionnelles, sont bien entendu choisis et calculées en fonction des caractéristiques du bâtiment, et notamment de la charge à
laquelle ils peuvent être soumis. Cela exclut les bois massifs qui, comme cela a été évoqué précédemment, peuvent arriver en limite structurelle de compression, et ainsi présenter des risques d'écrasement ponctuel.
Ces éléments peuvent consister en des tôles, ou des profilés non limitativement en métal, des cornières par exemple.
Ils peuvent également être réalisés dans des matériaux tels que du béton, armé ou non, une résine renforcée ou non de fibres, des panneaux de bois reconstitué, des bois industriels aboutées et ou contrecollés, des bois industriels laminés, des essences de bois sélectionnées pour offrir les propriétés de compression exigées, des matériaux polymères ou biosourcés à base de liants polymères ou naturels, des métaux ferreux ou non ferreux, des assemblages de plusieurs de ces matériaux, l'un pouvant offrir une résistance à la compression ou au cisaillement à titre d'exemple, l'autre offrant une résistance à un moment, ou bien un des composites peut être sélectionné pour offrir une résistance au feu par exemple.
Il est possible qu'un montant vertical ne soit pas dans le prolongement exact du montant vertical correspondant du niveau supérieur et/ou inférieur. Ces éléments ont pour but de permettre le rattrapage d'un décalage dans le sens longitudinal du mur.
Selon une caractéristique additionnelle du système de construction selon l'invention, les montants verticaux sont assemblés sur un longeron horizontal bas qui est destiné à
porter des solives de plancher.
Selon une autre caractéristique additionnelle du système de construction selon l'invention, les montants verticaux sont 4 side assemblies to vertical uprights and / or assemblies on elements inserted between vertical uprights provide the functions of maintaining and bracing said vertical uprights.
Intercalated elements made of a material, or in a composite of several materials, metal for example, are also likely to constitute means of fixation.
Their nature and their dimensional characteristics, are of course chosen and calculated according to the characteristics of the building, and in particular the load which they can be subject to. This excludes massive woods which, as mentioned above, can come into structural limit of compression, and thus present crush risks.
These elements may consist of sheets, or non-limiting metal profiles, angles for example.
They can also be made in materials such as reinforced or unreinforced concrete, reinforced or non-reinforced resin, reconstituted wood panels, butted industrial wood and or laminated, industrial laminated woods, essences selected woods to offer compression properties required, polymeric or biobased materials based on binders polymers or natural, ferrous or non-ferrous metals, assemblies of many of these materials, one that can offer resistance to compression or shear example, the other offering resistance at a time, or else one of the composites can be selected to offer a fire resistance for example.
It is possible that a vertical amount is not in the exact extension of the corresponding vertical amount of higher and / or lower level. These elements are intended to allow catching up of an offset in the longitudinal direction from the wall.
According to an additional feature of the according to the invention, the uprights are assembled on a low horizontal spar that is intended for carry floor joists.
According to another additional feature of the system of construction according to the invention, the vertical uprights are
5 assemblés sur un longeron horizontal haut qui est destiné à
porter des solives de plafond ou de toiture.
Selon une autre caractéristique additionnelle du système de construction selon l'invention, les montants verticaux portent directement des solives de plafond ou de toiture.
Les unités préfabriquées sont destinées à être superposées entre elles, et des ensembles d'unités superposées peuvent être juxtaposés, ce qui peut être réalisé selon des manières nombreuses et variées, comme par exemple, non limitativement, entre longerons, entre longerons et solives, entre longerons et montants, entre montants et montants, entre montants et solives, etc._ Les avantages et les caractéristiques du système de construction selon l'invention, ressortiront plus clairement de la description qui suit et qui se rapporte au dessin annexé, lequel en représente plusieurs modes de réalisation non limitatifs.
Dans le dessin annexé :
- la figure 1 représente une vue schématique en perspective d'une structure réalisée selon le système de construction selon l'invention.
- la figure 2 représente une vue schématique en perspective d'une variante de la même structure.
- la figure 3 représente une vue schématique en perspective d'un autre mode de réalisation d'une structure selon le système de construction selon l'invention.
- la figure 4 représente une vue schématique partielle en perspective du même autre mode de réalisation d'une structure selon le système de construction selon l'invention.
En référence à la figure 1, on peut voir une structure réalisée selon le système de construction selon l'invention. 5 assembled on a tall horizontal spar that is intended for wear ceiling joists or roof joists.
According to another additional feature of the system of construction according to the invention, the vertical uprights directly carry ceiling or roof joists.
The prefabricated units are intended to be stacked together, and sets of stacked units can be juxtaposed, which can be done according to many and varied ways, for example, no limitatively, between spars, between spars and joists, between spars and uprights, between amounts and amounts, between studs and joists, etc._ The advantages and characteristics of the system of construction according to the invention, will emerge more clearly from the description which follows and which refers to the appended drawing, which represents several embodiments thereof limiting.
In the attached drawing:
FIG. 1 represents a schematic view in perspective of a structure realized according to the system of construction according to the invention.
FIG. 2 represents a schematic view in perspective of a variant of the same structure.
FIG. 3 represents a schematic view in perspective of another embodiment of a structure according to the building system according to the invention.
FIG. 4 represents a partial schematic view in perspective of the same other embodiment of a structure according to the construction system according to the invention.
With reference to Figure 1, one can see a structure performed according to the construction system according to the invention.
6 Cette structure comprend deux modules 1 superposés, qui sont de conceptions identiques.
Chaque module 1 comprend des montants verticaux 2, parallèles et espacés suivant un entraxe déterminé pour la constitution d'un mur porteur, entraxe qui peut être assuré, non limitativement par des entretoises, non représentées.
Dans le mode de réalisation représenté, les montants 2 d'un même mur d'un module 1 sont assemblés en partie basse par un longeron horizontal 3, et les deux longerons horizontaux 3 de deux murs en regard portent des solives de plancher 4, et tandis que les montants 2 des deux murs portent en partie haute des solives de plafond ou de toiture 5.
Par ailleurs, chacun des murs est renforcé par contreventement intérieur 20 et/ou extérieur 21.
Ces assemblages peuvent être de toute nature, ils seront calculés pour être suffisants pour garantir la cohésion de la structure de l'unité modulaire au transport et ensuite dans son usage en tant qu'élément structurel du bâtiment.
Selon l'invention, le module 1 supérieur repose sur le module 1 inférieur par aboutement direct de chacun des montants verticaux 2 du module 1 supérieur avec un montant vertical 2 du module 1 inférieur. Les montants verticaux 2 sont donc, d'un niveau à un autre, dans le prolongement l'un de l'autre, sans interposition de bois aux fibres horizontales en reprise de charge et donc pas de risque d'écrasement.
En référence maintenant à la figure 2, on peut voir une variante, où les montants verticaux 2 d'un même mur sont assemblés en partie haute sur un longeron horizontal 50, lequel porte les solives de plafond ou de toiture 5.
En référence maintenant à la figure 3, on peut voir un autre mode de réalisation d'une structure selon l'invention.
Ainsi, chacun des montants verticaux 1 d'un module 1 supérieur ne sont pas aboutés directement à un montant vertical 1 du module 1 inférieur, mais est intercalé un élément 6 réalisé en un matériau, ou dans un composite de plusieurs matériaux, qui est choisi en sorte d'être apte à conserver ses propriétés 6 This structure comprises two superposed modules 1, which are of identical designs.
Each module 1 comprises vertical uprights 2, parallel and spaced according to a fixed spacing for the construction of a load-bearing wall, distance between centers that can be insured, no limited by spacers, not shown.
In the embodiment shown, the amounts 2 of a same wall of a module 1 are assembled at the bottom by a horizontal spar 3, and the two horizontal spars 3 of two facing walls carry floor joists 4, and while that the uprights 2 of the two walls carry at the top of the ceiling or roof joists 5.
Moreover, each of the walls is reinforced by internal and / or external bracing 21.
These assemblies can be of any kind, they will be calculated to be sufficient to guarantee the cohesion of the structure of the modular unit to transport and then in its use as a structural element of the building.
According to the invention, the higher module 1 is based on the lower module 1 by direct abutment of each of the uprights 2 of the upper module 1 with a vertical upright 2 of the lower module 1. The vertical uprights 2 are therefore of a level to another, in the extension of each other, without interposition of wood with horizontal fibers load and therefore no risk of crushing.
Referring now to Figure 2, one can see a variant, where the vertical uprights 2 of the same wall are assembled in the upper part on a horizontal spar 50, which door ceiling or roof joists 5.
Referring now to Figure 3, one can see a another embodiment of a structure according to the invention.
Thus, each of the uprights 1 of a module 1 higher are not directly connected to a vertical amount 1 of the lower module 1, but is interposed an element 6 made of a material, or in a composite of several materials, which is chosen so as to be able to retain its properties
7 mécaniques sous la contrainte de la charge du ou des étages supérieurs, et qui peut consister, non limitativement, en une tôle.
Selon les propriétés mécaniques des éléments 6, il peut être envisagé de décaler les montants verticaux 2 d'un module 1 inférieur par rapport à ceux d'un module 1 supérieur, les éléments 6 assurant le report de charge, et étant choisis en sorte de résister aux contraintes de compression et de cisaillement générées par le bâtiment.
Dans ce mode de réalisation on notera que les deux modules 1 superposés partagent deux longerons horizontaux 30 et les mêmes solives 40, qui pour le module 1 inférieur constituent des longerons hauts et respectivement des solives de plafond, tandis que pour le module supérieur ils constituent des longerons bas et respectivement des solives de plancher.
La figure 4, qui concerne le même mode de réalisation permet de constater que d'une part que les éléments 6 intercalés entre les montants verticaux 2 d'un module 1 inférieur et ceux d'un module 1 supérieur consistent, non limitativement, en des profilés en forme de cornière, et d'autre part que les assemblages des différents composants de la structure sont réalisés au travers de connecteurs C.
Quel que soit le mode de réalisation considéré, le système de construction selon l'invention permet de réaliser des structures sans limitation en nombre de niveaux. 7 mechanical under the constraint of the load of the stage (s) superior, and which may consist, without limitation, of sheet.
Depending on the mechanical properties of the elements 6, it can be considered to shift the uprights 2 of a module 1 lower than those of a higher module 1, the elements 6 ensuring load transfer, and being selected in sort of withstand the stresses of compression and shear generated by the building.
In this embodiment, it should be noted that the two overlapping modules 1 share two horizontal spars 30 and the same joists 40, which for the lower module 1 constitute high side members and ceiling joists, while for the higher module they constitute bottom rails and floor joists respectively.
FIG. 4, which concerns the same embodiment shows that, on the one hand, the intercalated elements between the uprights 2 of a lower module 1 and those of a higher module 1 consist, without limitation, in shaped profiles, and secondly that the assemblies of the different components of the structure are made through C connectors.
Whatever the embodiment considered, the construction system according to the invention makes it possible to structures without limitation in number of levels.
Claims (6)
dans un matériau, ou dans un composite de plusieurs matériaux, consiste en une tôle ou en un profilé métallique. 3) Modular construction system according to claim 2, characterized in that the element (6) made in a material, or in a composite of several materials, consists of a metal sheet or section.
30) qui est destiné à porter des solives de plancher (4 ; 40). 4) Modular building system any of the Claims 1 to 3, characterized in that the amounts vertices (2) are assembled on a low horizontal beam (3;
30) which is intended to carry floor joists (4; 40).
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR1352195A FR3003283B1 (en) | 2013-03-12 | 2013-03-12 | MODULAR CONSTRUCTION SYSTEM |
| FRFR1352195 | 2013-03-12 | ||
| PCT/FR2014/050562 WO2014140479A1 (en) | 2013-03-12 | 2014-03-12 | Modular building system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2905191A1 true CA2905191A1 (en) | 2014-09-18 |
| CA2905191C CA2905191C (en) | 2021-02-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CA2905191A Active CA2905191C (en) | 2013-03-12 | 2014-03-12 | Modular building system |
Country Status (10)
| Country | Link |
|---|---|
| US (1) | US20160024779A1 (en) |
| EP (1) | EP2971389B1 (en) |
| CN (1) | CN105189884B (en) |
| AU (2) | AU2014229889A1 (en) |
| BR (1) | BR112015021761A2 (en) |
| CA (1) | CA2905191C (en) |
| FR (1) | FR3003283B1 (en) |
| HK (1) | HK1215461A1 (en) |
| RU (1) | RU2693626C2 (en) |
| WO (1) | WO2014140479A1 (en) |
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| US20150121775A1 (en) * | 2012-10-29 | 2015-05-07 | Stephen Lee Lippert | Light weight modular units for staggered stacked building system |
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| EE05842B1 (en) * | 2017-03-15 | 2022-04-18 | Teokarp OÜ | Module for modular house and modular system for a modular house |
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| US10311444B1 (en) * | 2017-12-02 | 2019-06-04 | M-Fire Suppression, Inc. | Method of providing class-A fire-protection to wood-framed buildings using on-site spraying of clean fire inhibiting chemical liquid on exposed interior wood surfaces of the wood-framed buildings, and mobile computing systems for uploading fire-protection certifications and status information to a central database and remote access thereof by firefighters on job site locations during fire outbreaks on construction sites |
| US10260232B1 (en) * | 2017-12-02 | 2019-04-16 | M-Fire Supression, Inc. | Methods of designing and constructing Class-A fire-protected multi-story wood-framed buildings |
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| US11395931B2 (en) | 2017-12-02 | 2022-07-26 | Mighty Fire Breaker Llc | Method of and system network for managing the application of fire and smoke inhibiting compositions on ground surfaces before the incidence of wild-fires, and also thereafter, upon smoldering ambers and ashes to reduce smoke and suppress fire re-ignition |
| US10290004B1 (en) | 2017-12-02 | 2019-05-14 | M-Fire Suppression, Inc. | Supply chain management system for supplying clean fire inhibiting chemical (CFIC) totes to a network of wood-treating lumber and prefabrication panel factories and wood-framed building construction job sites |
| US10430757B2 (en) * | 2017-12-02 | 2019-10-01 | N-Fire Suppression, Inc. | Mass timber building factory system for producing prefabricated class-A fire-protected mass timber building components for use in constructing prefabricated class-A fire-protected mass timber buildings |
| US11865394B2 (en) | 2017-12-03 | 2024-01-09 | Mighty Fire Breaker Llc | Environmentally-clean biodegradable water-based concentrates for producing fire inhibiting and fire extinguishing liquids for fighting class A and class B fires |
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| US11826592B2 (en) | 2018-01-09 | 2023-11-28 | Mighty Fire Breaker Llc | Process of forming strategic chemical-type wildfire breaks on ground surfaces to proactively prevent fire ignition and flame spread, and reduce the production of smoke in the presence of a wild fire |
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-
2013
- 2013-03-12 FR FR1352195A patent/FR3003283B1/en active Active
-
2014
- 2014-03-12 WO PCT/FR2014/050562 patent/WO2014140479A1/en active Application Filing
- 2014-03-12 CN CN201480026395.0A patent/CN105189884B/en not_active Expired - Fee Related
- 2014-03-12 CA CA2905191A patent/CA2905191C/en active Active
- 2014-03-12 AU AU2014229889A patent/AU2014229889A1/en not_active Abandoned
- 2014-03-12 EP EP14713219.5A patent/EP2971389B1/en active Active
- 2014-03-12 RU RU2015137609A patent/RU2693626C2/en active
- 2014-03-12 BR BR112015021761A patent/BR112015021761A2/en not_active Application Discontinuation
- 2014-03-13 US US14/775,559 patent/US20160024779A1/en not_active Abandoned
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- 2016-03-22 HK HK16103290.3A patent/HK1215461A1/en unknown
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20150121775A1 (en) * | 2012-10-29 | 2015-05-07 | Stephen Lee Lippert | Light weight modular units for staggered stacked building system |
Also Published As
| Publication number | Publication date |
|---|---|
| EP2971389A1 (en) | 2016-01-20 |
| FR3003283B1 (en) | 2021-03-19 |
| FR3003283A1 (en) | 2014-09-19 |
| RU2693626C2 (en) | 2019-07-03 |
| AU2018202709A1 (en) | 2018-05-10 |
| BR112015021761A2 (en) | 2020-02-04 |
| US20160024779A1 (en) | 2016-01-28 |
| HK1215461A1 (en) | 2016-08-26 |
| CN105189884B (en) | 2020-02-18 |
| CN105189884A (en) | 2015-12-23 |
| CA2905191C (en) | 2021-02-09 |
| WO2014140479A1 (en) | 2014-09-18 |
| AU2014229889A1 (en) | 2015-10-29 |
| EP2971389B1 (en) | 2023-03-01 |
| RU2015137609A (en) | 2017-04-17 |
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