CN105189884B - Modular building system - Google Patents

Modular building system Download PDF

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Publication number
CN105189884B
CN105189884B CN201480026395.0A CN201480026395A CN105189884B CN 105189884 B CN105189884 B CN 105189884B CN 201480026395 A CN201480026395 A CN 201480026395A CN 105189884 B CN105189884 B CN 105189884B
Authority
CN
China
Prior art keywords
vertical uprights
building system
vertical
uprights
floor
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201480026395.0A
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Chinese (zh)
Other versions
CN105189884A (en
Inventor
欧文·克卢斯
亚历山大·布施
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sas DHOMINO
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Sas DHOMINO
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Publication date
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Publication of CN105189884A publication Critical patent/CN105189884A/en
Application granted granted Critical
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Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04B1/19—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
    • E04B1/18—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
    • E04B1/348—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

Abstract

Modular building system consisting of a building system in which the skeleton is made of several prefabricated units (1) assembled in a stack, each unit (1) consisting of a wooden frame structure comprising a series of vertical uprights (2) spaced at standard intervals, within which the vertical uprights (2) span the entire height between the floors, the vertical uprights (2) of the walls on the (N + 1) th floor each resting directly on the vertical uprights (2) of the nth floor, while the assemblies (3) transverse to the vertical uprights (2) and/or on the parts inserted between the uprights (2) fulfill the function of retaining and supporting the vertical uprights (2).

Description

Modular building system
Technical Field
The invention relates to an industrial building system with a wooden frame for building construction.
More particularly, the present invention relates to a building system whose performance allows stacking on many floors without the application of support structures.
Background
Wooden building systems are known, which are essentially three in number and each has advantages and disadvantages.
Assemblies of walls made of glued solid wood are therefore known, in which a continuous wooden board is reconstructed in crossed layers from assemblies of small-section wood. The panels thus obtained are used to fill or as load-bearing structures, according to specific assembly criteria.
Column-beam structures are also known, comprising large-section wooden structures assembled in floors, whose dimensioning for vertical (columns) and horizontal components (beams) and their fitting connection takes over all the necessary efforts to construct buildings, the slabs applied and the panels enclosed by the complete building, and can finally provide a bearing function for load-bearing column-beam structures.
Finally, buildings of the wood frame type are also known, i.e. the wall panels are constituted by vertical wood uprights fixed to the bottom and top rails for forming the panels. The plate is constituted by such a supporting structure by one or two supporting plates fixed to the structure. The panels thus obtained are used to fill or as load-bearing structures, according to specific assembly criteria.
These wood framing walls can be placed in the middle or on the stud-beam structure.
The bottom and top rails have several mechanical and structural functions, namely:
-fixing and maintaining the desired distance of the uprights from each other.
-a secure bottom rail for keeping the panels aligned and at the reaction force load.
-fixing the upper building component to the head rail of the panel.
The bottom and top rails allow for the stitching of materials or support systems to the bottom and top edges of the panels.
However, the conventional wood frame construction has limitations. Thus, the rails of the bottom and top of the wooden frame panel receive the load carried by each stud in a direction perpendicular to the wood fibers.
Wood carries much more load per unit area in the fibre direction than perpendicular to the fibre direction, with the result that parts or rails of solid wood are crushed on horizontal fibres at the punctual (punctual) reaction force load.
Typically, conventional framing systems, whose load is transferred to wood with horizontal fibres, allow to carry buildings with wooden frames up to R +2 layers, i.e. three layers, beyond which there is a risk of just-in-time crushing of such solid wood reaching the structural limit.
Disclosure of Invention
It is an object of the present invention to provide a prefabricated building system with a wooden frame structure, which is transportable and stackable to a large extent without the application of load-bearing structures and without being limited to the number of allowed levels to be built.
The modular building system according to the invention is characterized in that it consists of a building system in which the skeleton is made of several prefabricated units assembled into a stack; and in that each of said units consists of a wooden frame structure comprising a series of vertical uprights spaced at regular intervals, the vertical uprights of the wooden frame structure spanning the entire height between the floors, and in that said vertical uprights of the walls on the (N + 1) th floor each rest directly on the vertical uprights of the nth floor, while the assemblies transverse to the vertical uprights and/or on the members interposed between the vertical uprights fulfil the function of retaining and supporting said uprights.
The reaction load allowed by each column is much higher in this configuration, no wood with horizontal fibers carries the load and therefore no crushing.
Since there is no need for a post for load bearing in the column-beam system, we maintain the column cross section and spacing and structural class of the wood in standard wooden frames according to current regulations.
Another version of the modular building system according to the invention is characterized in that it consists of a building system in which the skeleton is made of several prefabricated units assembled in a stack; and in that each of said units consists of a wooden frame structure comprising a series of vertical uprights spaced at regular intervals, the vertical uprights of the wooden frame structure spanning the entire height between the floors, and in that said vertical uprights of the walls on the (N + 1) th floor each rest on a vertical upright of the nth floor, between which a part has been interposed capable of ensuring the transfer or reaction load and made of a material or a composite of materials chosen so as to maintain its mechanical properties under the load stress of the upper floor or floors, while the assemblies transverse to the vertical uprights and/or on the parts interposed between the vertical uprights ensure the function of retaining and supporting said vertical uprights.
It is also possible that an interposed component made of one material or a composite of several materials, for example a metal, forms the fixing means.
Of course, their nature and dimensional characteristics are selected and calculated according to the characteristics of the building, i.e. the load to which they will be subjected. This excludes solid wood, which, as mentioned above, may reach the structural limit of compression and thus lead to the risk of punctual crushing.
These parts may consist of sheets, or profiles, of non-limiting metals, such as angle iron. They may also be made of materials such as concrete (whether reinforced or not), resin (whether reinforced or not with fibers), recycled wood, bonded or glued industrial wood, laminated industrial wood, wood varieties selected to have desired compression characteristics, polymer or bio-based materials based on polymer or natural adhesives, ferrous or non-ferrous metals, combinations of several such materials (for example, one providing compression or shear strength and the other providing torque strength), or one of the composite materials may be selected to provide fire protection, for example.
The vertical posts may not be at the exact extension of the corresponding vertical posts of the upper and/or lower tier. The purpose of these parts is to allow compensation of displacement in the longitudinal direction of the wall.
According to an additional feature of the building system according to the invention, vertical uprights are assembled on lower horizontal beams, which are intended to carry floor joists.
According to another additional feature of the building system according to the invention, vertical uprights are assembled on upper horizontal beams, which are intended to carry ceiling or roof joists.
According to another additional feature of the building system according to the invention, the vertical pillars directly carry ceiling or roof joists.
The prefabricated units are intended to be stacked upon one another, and the units stacked in sets may be side-by-side, which may be carried in many and different ways, such as, without limitation, between stringers and joists, between stringers and studs, between studs and joists, and so on.
Drawings
The advantages and features of the building system according to the invention will become clear from the following description with reference to the attached drawings, which represent several non-limiting identical embodiments.
In the drawings:
figure 1 shows a schematic perspective view of a structure made according to the building system according to the invention.
Figure 2 shows a schematic perspective view of a variant of the same structure.
Figure 3 shows a schematic perspective view of another embodiment of the structure of the building system according to the invention.
Figure 4 shows a partially schematic perspective view of another embodiment of the structure of the building system according to the invention.
Detailed Description
When referring to fig. 1, we can see a structure made according to the building system according to the invention.
This structure comprises two stacked modules 1, which are of identical design.
Each module 1 comprises vertical uprights 2 which are parallel and spaced apart at a determined spacing to form load-bearing walls, which spacing may be ensured without limitation by spacers (not shown).
In the embodiment shown, the uprights 2 of the same wall of the module 1 are assembled at the lower part by means of horizontal beams 3, and the two horizontal stringers 3 of two opposite walls carry floor joists 4, while the uprights of the two walls 2 carry at the upper part ceiling or roof joists 5.
Further, each wall is reinforced by an inner support member 20 and/or an outer support member 21.
These components may be of any type which will be calculated to be sufficient to ensure the cohesion of the modular unit structure to facilitate transport and then serve as structural elements of the building during its use.
According to the invention, the upper module 1 rests on the lower module 1 by each vertical upright 2 of the module 1 directly abutting against a vertical upright 2 of the lower module 1. The vertical uprights 2 thus extend from one layer to the other in such a way as to extend one from the other, without the intervention of wood with horizontal fibres to carry the load, and therefore without the risk of crushing.
Now, when referring to fig. 2, we can see a variant in which vertical uprights 2 of the same wall are assembled on top of horizontal beams 50, the horizontal beams 50 carrying the ceiling or roof joists 5.
Now, when referring to fig. 3, we can see another embodiment of the structure according to the invention. Thus, each vertical upright 1 of the upper module 1 does not directly abut against the vertical upright 1 of the lower module 1, but there is a part 6 made of interposed material or composite of several materials chosen so as to be able to maintain its mechanical properties under the stress of the load of the upper floor or panels, and which may consist, without limitation, of a sheet.
Depending on the mechanical properties of the component 6, it is conceivable to move the vertical uprights 2 of the lower module 1 with respect to those of the upper module 1, the component 6 ensuring load transfer and being selected so as to withstand the compressive and shear stresses generated by the building.
In this embodiment it is noted that the two stacked modules 1 share two horizontal beams 30 and the same joists 40, the horizontal beams 30 and joists 40 forming, for the lower module 1, an upper stringer and a ceiling joist, respectively, and, for the upper module, a lower stringer and a floor joist, respectively.
Fig. 4 relating to the same embodiment allows to observe that, on the one hand, the parts 6 interposed between the vertical uprights 2 of the lower module 1 and those of the upper module 1 consist, without limitation, of angular profile strips, and, on the other hand, the assembly of the various parts of the structure is prepared by means of the connectors C.
Regardless of the embodiment considered, the building system according to the invention allows the construction to be made without limiting the number of floors.

Claims (4)

1. Modular building system in which the skeleton is made of a number of prefabricated units (1) assembled into a stack; and wherein each of said units (1) consists of a wooden frame structure comprising a series of vertical uprights (2) spaced at standard intervals, said vertical uprights (2) of which span the entire height between the floors, and wherein said vertical uprights (2) of the walls on the (N + 1) th floor each rest on a vertical upright (2) of the nth floor, while the assemblies (3, 50, 20, 21) transverse to said vertical uprights (2) fulfil the function of retaining said vertical uprights (2),
characterized in that the vertical uprights (2) of the walls on the (N + 1) th floor each rest directly on the vertical uprights (2) of the nth floor, without the interposition of wood with horizontal fibres to carry the load.
2. Modular building system according to claim 1, wherein the vertical uprights (2) are assembled on a lower horizontal beam (3), intended to carry floor joists (4).
3. The modular building system according to any of claims 1-2, wherein the vertical uprights (2) are assembled on upper horizontal beams (50) intended to carry a ceiling or roof joist (5).
4. The modular building system according to any of claims 1-2, wherein the vertical column (2) directly carries a ceiling or roof joist (5).
CN201480026395.0A 2013-03-12 2014-03-12 Modular building system Expired - Fee Related CN105189884B (en)

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
CN105189884A CN105189884A (en) 2015-12-23
CN105189884B true CN105189884B (en) 2020-02-18

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CN201480026395.0A Expired - Fee Related CN105189884B (en) 2013-03-12 2014-03-12 Modular building system

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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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BR112015021761A2 (en) 2020-02-04
HK1215461A1 (en) 2016-08-26
US20160024779A1 (en) 2016-01-28
CA2905191A1 (en) 2014-09-18
CN105189884A (en) 2015-12-23
CA2905191C (en) 2021-02-09
EP2971389B1 (en) 2023-03-01
FR3003283A1 (en) 2014-09-19
FR3003283B1 (en) 2021-03-19
AU2014229889A1 (en) 2015-10-29
RU2015137609A (en) 2017-04-17
AU2018202709A1 (en) 2018-05-10
RU2693626C2 (en) 2019-07-03
EP2971389A1 (en) 2016-01-20
WO2014140479A1 (en) 2014-09-18

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