EP2971389A1 - Modulares bausystem - Google Patents

Modulares bausystem

Info

Publication number
EP2971389A1
EP2971389A1 EP14713219.5A EP14713219A EP2971389A1 EP 2971389 A1 EP2971389 A1 EP 2971389A1 EP 14713219 A EP14713219 A EP 14713219A EP 2971389 A1 EP2971389 A1 EP 2971389A1
Authority
EP
European Patent Office
Prior art keywords
vertical uprights
uprights
vertical
construction system
assemblies
Prior art date
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.)
Granted
Application number
EP14713219.5A
Other languages
English (en)
French (fr)
Other versions
EP2971389B1 (de
Inventor
Owen CLUS
Alexandre BUSCH
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
Original Assignee
Sas Dhomino
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sas Dhomino filed Critical Sas Dhomino
Publication of EP2971389A1 publication Critical patent/EP2971389A1/de
Application granted granted Critical
Publication of EP2971389B1 publication Critical patent/EP2971389B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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

Definitions

  • the present invention relates to an industrialized timber frame construction system for the construction of buildings.
  • the present invention more particularly relates to a construction system whose performance allows stacks on many levels of floors without reported bearing structure.
  • the assembly of solid laminated wood walls is known, where continuous wood panels are reconstituted from wood assemblages of small sections in crossed layers.
  • the panels thus obtained are used as a load-bearing structure or as a load-bearing structure according to clean assembly standards.
  • Pole-beam structures are also known, including a wood structure of large section which is assembled in stages, its dimensioning for the vertical elements (posts) and horizontal (beams) as well as their connections in assemblies takes all the necessary efforts at the completion of the building, the slabs reported and the wall panels complete the envelope of the building and can possibly provide bracing functions of the structure posts-beams carrier.
  • wood frame type constructions are also known, namely that a wall panel consists of vertical wood uprights taken on a low rail and a high rail for the constitution of a panel.
  • the panel consists of this structure braced by a bracing panel, or two, fixed on the structure.
  • the panels thus obtained are used as a load-bearing structure or as a supporting structure with clean assembly standards.
  • wood-framed walls can be installed on intermediate floors or on post-beam structures.
  • the low and high rails of the panel have several mechanical and structural functions, namely:
  • the low and high rails are used to sew the material or bracing system in the low and high borders of the panel.
  • the wood carries a lot more load per unit area in the direction of its fiber than in the direction perpendicular to its fiber, it results in a crushing of the smooth or solid wood elements to the horizontal fibers to the occasional descents of load.
  • a conventional framework system with load transfer on wood with horizontal fibers allows to carry buildings in wood frame up to level +2, that is to say three levels, beyond there is risk of punctual crushing of these massive woods that arrive at the structural limit.
  • the object of the present invention is to propose a prefabricated wooden frame construction system which is transportable and which is very largely stackable without reported bearing structure and without being limited in number of achievable levels.
  • the modular construction system according to the invention is characterized in that it consists of a construction system where the shell consists of several prefabricated units assembled in superposition; and in that each of said units consists of a wood frame structure, comprising a succession of vertical uprights spaced at a standardized spacing, said vertical uprights are spinning any height between floors, and in that said vertical uprights of the floor wall N + 1 each rest directly on a vertical upright of the level N, while lateral assemblies vertical uprights and / or assemblies on elements inserted between uprights provide the functions of maintaining and bracing said amounts.
  • the modular construction system according to the invention, it is characterized in that it consists of a construction system where the shell consists of several prefabricated units assembled in superposition; and in that each of said units consists of a wood frame structure, comprising a succession of vertical uprights spaced at a standardized spacing, said vertical uprights are spinning any height between floors, and in that said vertical uprights of the floor wall N + 1 each rest on a vertical upright of the level N after having intercalated between them an element capable of ensuring the transfer or descent of charges and made of a material or a composite of several materials, which is chosen so as to preserve its mechanical properties under the load stresses of the upper stage (s), while lateral assemblies vertical uprights and / or assemblies on elements inserted between vertical uprights provide the functions of maintaining and bracing said vertical uprights.
  • the interposed elements made of a material, or a composite of several materials, metal for example, may also constitute fixing means.
  • These elements may consist of sheets, or profiles not limited to metal, angles for example. They can also be made of materials such as reinforced or unreinforced concrete, fiber-reinforced or non-reinforced resin, reconstituted wood panels, butted and laminated industrial woods, laminated industrial woods, wood species selected for offer the required compression properties, polymeric or biobased materials based on polymeric or natural binders, ferrous or non-ferrous metals, assemblies of many of these materials, one of which may provide compressive or shear strength for example, the other offering resistance at a time, or one of the composites can be selected to provide fire resistance for example.
  • materials such as reinforced or unreinforced concrete, fiber-reinforced or non-reinforced resin, reconstituted wood panels, butted and laminated industrial woods, laminated industrial woods, wood species selected for offer the required compression properties, polymeric or biobased materials based on polymeric or natural binders, ferrous or non-ferrous metals, assemblies of many of these materials, one of which may provide
  • a vertical amount is not in the exact extension of the corresponding vertical amount of the upper and / or lower level. These elements are intended to allow the catching of an offset in the longitudinal direction of the wall.
  • the vertical uprights are assembled on a low horizontal spar that is intended to carry floor joists.
  • the vertical uprights are assembled on a high horizontal beam which is intended to carry ceiling joists or roof.
  • the vertical uprights directly carry ceiling or roof joists.
  • the prefabricated units are intended to be superimposed between them, and sets of superposed units can be juxtaposed, which can be achieved in many and varied ways, such as for example, not limited to, between spars, between spars and joists, between spars and uprights, between uprights and uprights, between studs and joists, etc.
  • FIG. 1 shows a schematic perspective view of a structure made according to the construction system according to the invention.
  • FIG. 2 shows a schematic perspective view of a variant of the same structure.
  • FIG. 3 shows a schematic perspective view of another embodiment of a structure according to the construction system according to the invention.
  • FIG. 4 shows a partial schematic perspective view of the same other embodiment of a structure according to the building system according to the invention.
  • This structure comprises two modules 1 superimposed, which are identical designs.
  • Each module 1 comprises vertical uprights 2, parallel and spaced at a given spacing for the formation of a load-bearing wall, which distance can be provided, without limitation by spacers, not shown.
  • the uprights 2 of the same wall of a module 1 are assembled in the lower part by a horizontal spar 3, and the two horizontal spars 3 of two facing walls carry floor joists 4, and while the uprights 2 of the two walls are at the top of the ceiling joists or roof 5.
  • each of the walls is reinforced by internal bracing 20 and / or outside 21.
  • the upper module 1 rests on the lower module 1 by direct abutment of each of the vertical uprights 2 of the upper module 1 with a vertical upright 2 of the lower module 1.
  • the vertical uprights 2 are therefore, from one level to another, in the extension of one another, without interposition of wood to the horizontal fibers in load recovery and therefore no risk of crushing.
  • each of the uprights 1 of a module 1 upper are not directly abutting a vertical upright 1 of the lower module 1, but is interposed an element 6 made of a material, or a composite of several materials, which is chosen in order to be able to preserve its properties mechanical under the constraint of the load of the upper stage or stages, and which may consist, without limitation, in a sheet.
  • the elements 6 may be envisaged to offset the vertical uprights 2 of a lower module 1 with respect to those of a higher module 1, the elements 6 providing the load transfer, and being chosen so as to resist the compressive and shear stresses generated by the building.
  • the two superposed modules 1 share two horizontal spars 30 and the same joists 40, which for the lower module 1 constitute high spars and respectively ceiling joists, whereas for the upper module they constitute bottom rails and floor joists respectively.
  • FIG. 4 which concerns the same embodiment, shows that, on the one hand, the elements 6 interposed between the vertical 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 various components of the structure are made through connectors C.
  • the construction system according to the invention allows structures without limitation in number of levels.

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)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP14713219.5A 2013-03-12 2014-03-12 Modulares bausystem Active EP2971389B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1352195A FR3003283B1 (fr) 2013-03-12 2013-03-12 Systeme de construction modulaire
PCT/FR2014/050562 WO2014140479A1 (fr) 2013-03-12 2014-03-12 Système de construction modulaire

Publications (2)

Publication Number Publication Date
EP2971389A1 true EP2971389A1 (de) 2016-01-20
EP2971389B1 EP2971389B1 (de) 2023-03-01

Family

ID=48521284

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14713219.5A Active EP2971389B1 (de) 2013-03-12 2014-03-12 Modulares bausystem

Country Status (10)

Country Link
US (1) US20160024779A1 (de)
EP (1) EP2971389B1 (de)
CN (1) CN105189884B (de)
AU (2) AU2014229889A1 (de)
BR (1) BR112015021761A2 (de)
CA (1) CA2905191C (de)
FR (1) FR3003283B1 (de)
HK (1) HK1215461A1 (de)
RU (1) RU2693626C2 (de)
WO (1) WO2014140479A1 (de)

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US8875445B2 (en) * 2012-10-29 2014-11-04 Stephen Lee Lippert Light weight modular units for staggered stacked building system
EP3186455B1 (de) * 2014-07-07 2020-11-04 Rockhouse International Pty Ltd. Rahmensysteme für gebäudestrukturen
FR3035891B1 (fr) * 2015-05-07 2017-06-23 Tech & Habitats Construction modulaire
JP6251758B2 (ja) * 2016-01-14 2017-12-20 日建リース工業株式会社 ユニットハウス
DE102016221111A1 (de) * 2016-10-26 2018-04-26 Airbus Operations Gmbh Kabinenmonument für ein Luftfahrzeug
EE01515U1 (et) * 2017-03-15 2020-11-16 Teokarp OÜ Moodulmaja moodul
EE05842B1 (et) * 2017-03-15 2022-04-18 Teokarp OÜ Moodulmaja moodul ja moodulmaja moodulsüsteem
FR3072399B1 (fr) 2017-10-18 2022-05-06 Sas Dhomino Systeme modulaire de construction de batiment a ossature bois
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
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
US10332222B1 (en) * 2017-12-02 2019-06-25 M-Fire Supression, Inc. Just-in-time factory methods, system and network for prefabricating class-A fire-protected wood-framed buildings and components used to construct the same
US10653904B2 (en) 2017-12-02 2020-05-19 M-Fire Holdings, Llc Methods of suppressing wild fires raging across regions of land in the direction of prevailing winds by forming anti-fire (AF) chemical fire-breaking systems using environmentally clean anti-fire (AF) liquid spray applied using GPS-tracking techniques
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
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
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
US11865390B2 (en) 2017-12-03 2024-01-09 Mighty Fire Breaker Llc Environmentally-clean water-based fire inhibiting biochemical compositions, and methods of and apparatus for applying the same to protect property against wildfire
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
US10920414B2 (en) 2018-03-21 2021-02-16 Best Gen Modular, Inc. Reinforcing structure for modular building construction
US11911643B2 (en) 2021-02-04 2024-02-27 Mighty Fire Breaker Llc Environmentally-clean fire inhibiting and extinguishing compositions and products for sorbing flammable liquids while inhibiting ignition and extinguishing fire
US11549275B2 (en) 2020-07-21 2023-01-10 Best Gen Modular, Inc. Volumetric modular unit for modular building construction
US11649627B2 (en) 2020-07-21 2023-05-16 Best Gen Modular, Inc. Laminated lumber constructed volumetric modular unit for modular building construction
GB2614177B (en) * 2020-09-30 2024-07-17 Cummins Power Generation Inc Portable and modular enclosure for engine generator set
AU2021414233A1 (en) 2020-12-31 2023-07-20 Mitek Holdings, Inc. Rapid assembly construction modules and methods for use
CN113107147B (zh) * 2021-04-13 2022-12-06 中铁二局集团有限公司 一种地铁车站出入口的雨棚的施工方法
CN116442889B (zh) * 2023-06-16 2023-09-22 福建建工装配式建筑研究院有限公司 梁板一体化单元用运输装置及其安装方法

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Also Published As

Publication number Publication date
FR3003283A1 (fr) 2014-09-19
FR3003283B1 (fr) 2021-03-19
CA2905191C (fr) 2021-02-09
BR112015021761A2 (pt) 2020-02-04
CN105189884B (zh) 2020-02-18
EP2971389B1 (de) 2023-03-01
HK1215461A1 (zh) 2016-08-26
RU2015137609A (ru) 2017-04-17
US20160024779A1 (en) 2016-01-28
AU2018202709A1 (en) 2018-05-10
CA2905191A1 (fr) 2014-09-18
CN105189884A (zh) 2015-12-23
AU2014229889A1 (en) 2015-10-29
WO2014140479A1 (fr) 2014-09-18
RU2693626C2 (ru) 2019-07-03

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