[go: up one dir, main page]

WO1996035022A1 - Charpente de construction modulaire - Google Patents

Charpente de construction modulaire Download PDF

Info

Publication number
WO1996035022A1
WO1996035022A1 PCT/AU1996/000251 AU9600251W WO9635022A1 WO 1996035022 A1 WO1996035022 A1 WO 1996035022A1 AU 9600251 W AU9600251 W AU 9600251W WO 9635022 A1 WO9635022 A1 WO 9635022A1
Authority
WO
WIPO (PCT)
Prior art keywords
sub
frames
modular building
building framework
roof
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.)
Ceased
Application number
PCT/AU1996/000251
Other languages
English (en)
Inventor
Gerhard Schmauser
Dean Massam
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.)
Individual
Original Assignee
Individual
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
Priority claimed from AUPN2783A external-priority patent/AUPN278395A0/en
Priority claimed from AUPN3776A external-priority patent/AUPN377695A0/en
Priority to JP8532853A priority Critical patent/JPH11504405A/ja
Application filed by Individual filed Critical Individual
Priority to NZ306347A priority patent/NZ306347A/en
Priority to EP96911837A priority patent/EP0852641A4/fr
Priority to MX9708507A priority patent/MX9708507A/es
Priority to EA199700358A priority patent/EA000156B1/ru
Priority to AU54897/96A priority patent/AU701290B2/en
Priority to BR9608116-3A priority patent/BR9608116A/pt
Publication of WO1996035022A1 publication Critical patent/WO1996035022A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
    • 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
    • E04B2001/0053—Buildings characterised by their shape or layout grid
    • E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • E04B2001/0092—Small buildings with hexagonal or similar horizontal cross-section
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/249—Structures with a sloping roof

Definitions

  • TITLE MODULAR BUILDING FRAMEWORK' FIELD OF THE INVENTION
  • This invention relates to building structures and in particular to a modular building framework which can be rapidly erected with minimal effort and manpower.
  • the invention will find application in a range of building situations including domestic housing, industrial sheds and farm structures.
  • Ricchini which describes a prefabricated, modular building construction system that addresses the problem of structural integrity by constructing panels of channel shaped frame members surrounding a rigid insulating core with protective surface layers laminated on both sides. This approach has two primary problems.
  • Blanken in International Patent Application W029537/94 aim to provide economies of handling, storage and transport by performing a number of the construction tasks in a fabrication shop and then transporting the prefabricated modules to the construction site. Although achieving the stated aim, at least in part, they do not provide any particular advantage in terms of the ease of construction or cost of materials.
  • Another prior art system known to the inventors is that described in International Patent Application Number WO 95/02097 (PCT/AU94/00335) in the name of Leftminster Pty Ltd.
  • the Leftminster system is based upon transportable prefabricated wall, floor and roof panels. In the Leftminster system the panels required for a particular structure are designed and constructed before transportation to the erection site.
  • the prefabricated panels are erected on site onto prepared floor support footings.
  • the Leftminster system is not modular since it is not based upon a standard set of panels. Furthermore, it requires a large number of separate components including bracing (or trusses) to support the roof.
  • the prior art construction techniques require a complex array of components including studs, plates, cleats, wall and roof girts, nuts and bolts, trusses, cladding, and so forth.
  • the large number of components requires the builder to spend a considerable amount of time fitting them together.
  • the known modular structures are normally limited to specific structural cladding which is essential for adding strength to the building. Also, once erected, the structures are difficult to extend.
  • the invention resides in a modular building framework comprising structural sub-frames and interconnecting plates; said structural sub-frames being of an open construction having a pre-determined configuration; said structural sub-frames being removably connected to form the building framework including walls and roof; wherein wall sub-frames are removably connected to form wall structures, roof sub-frames are removably connected to the wall sub- frames by first interconnecting plates and adjacent roof sub-frames meeting at a ridge are removably connected by second interconnecting plates to form a roof structure; the connection of sub-frames to sub-frames and sub-frames to interconnecting plates being by removable fixing means; and wherein structural integrity of the building framework is provided by the interconnected sub-frames without the need for cladding or bracing.
  • Structural sub-frames preferably comprise perimeter members and internal members.
  • the perimeter members suitably perform a structural role and the internal members provide cladding support.
  • the roof structure is suitably provided by interconnected sub-frames without the need for trusses or bracing.
  • the modular building framework may further comprise a ceiling structure formed from interconnected sub-frames. Structural integrity of the building framework may be provided by the interconnected sub-frames forming the wall structures and ceiling structure.
  • the roof structure is not required for structural integrity of the building framework when comprising a ceiling structure.
  • structural sub-frames are assembled from materials having high tensile strength such as metal sections, carbon fibre beams, synthetic timber, plastics or other modern construction material.
  • the sub-frames can be constructed to the appropriate wind code rating.
  • the building framework has a wind code rating up to W70.
  • the structural sub-frames are suitably made in a number of standard sizes and configurations.
  • the sub-frames are suitably pre- manufactured and held in stock with a supply of pre-manufactured interconnecting plates.
  • a third interconnecting plate adapted to removably connect standard sub-frames to form combination sub-frames.
  • structural sub-frames are interconnected to form internal wall structures, ceiling structures and floor structures without additional structural components.
  • the resultant structure may suitably be clad in any desired material without regard to the structural properties of the cladding.
  • modular building framework is erected in situ on bolts cast in an edge thickened or pier fitted concrete foundation.
  • the second interconnecting plate preferably comprises a ridge plate with a roof pitch of between 15° and 50°.
  • the invention resides in a method of constructing a modular building including the steps of : constructing a plurality of sub-frames, said sub-frames being of an open construction and having a pre-determined configuration; removably connecting adjacent wall sub-frames to form wall structures; removably connecting roof sub-frames to said wall sub- frames with first interconnecting plates; removably connecting adjacent roof sub-frames to form a roof structure; and removably attaching cladding to the sub-frames to form a building.
  • the step of removably connecting adjacent roof sub-frames to form a roof structure includes the step of removably connecting roof sub-frames meeting at a ridge with second interconnecting plates.
  • the method further includes the steps of removably connecting further sub-frames to form internal wall structures, floor structures or ceiling structures.
  • the method may further include the step of removably connecting sub-frames to sub-frames with third interconnecting plates to form larger structures.
  • the invention resides in a method of extending a modular building including the steps of: detaching cladding from a modular building framework; disconnecting one or more sub-frames from adjacent sub- frames and interconnecting plates; connecting additional sub-frames to existing sub-frames to extend the modular building framework; re-connecting disconnected sub-frames; and attaching cladding to complete the extended modular building.
  • FIG 1 is a schematic of a standard wall sub-frame
  • FIG 2 shows the method of forming a sub-frame
  • FIG 3 is a schematic of a standard wall sub-frame including a door and a window space
  • FIG 4 is a schematic of a standard roof sub-frame
  • FIG 5 is an isometric view of a shed construction incorporating a variety of standard sub-frames
  • FIG 6 is a schematic of an eaves plate
  • FFIIGG 77 is a schematic of a ridge plate
  • FIG 8 is a schematic of an extension plate
  • FIG 9 is a cut-away view of a portion of an assemblage of sub- frames
  • FIG 10 shows the arrangement of a typical footing
  • FFIIGG 1111 is a series of figures demonstrating the method of construction of a shed;
  • FIG 12 is an exploded view of a modular building framework for a house;
  • FIG 13 is an isometric view of an alternative shed construction;
  • FIG 14 is a schematic of a ridge plate for the shed of FIG. 13;
  • FIG 15 tabulates constructional data.
  • a typical wall sub-frame comprising perimeter members constructed from 150 mm channel sections of 1.9 mm thickness, indicated as 1, and 1.0 mm thickness, indicated as 2.
  • the sub-frames are formed with the channel sections having the 'C facing inwards.
  • Internal members 3 are 100 mm channel sections of 1.5 mm thickness. Channel sections are butt welded 4 as shown in FIG 2.
  • the perimeter members 1 , 2 perform a structural role by forming a portal-like frame and, when built on a concrete slab, piers or stumps, providing strong hold down.
  • the internal members generally act as cladding supports in a similar manner to studs, girts, purlins, battens, heads, mullions and sills.
  • the wall sub-frames of FIG 1 are formed in a standard size of 3000 mm wide by 3000 mm high. To facilitate construction of a variety of structures, sub-frames are made in standard widths of 600 mm, 900 mm, 1500 mm, 2400 mm, 2700 mm, and 3000 mm and standard heights of 2400 mm, 2700 mm and 3000 mm. For special construction ⁇ A size or % size can be made.
  • the modular nature of the building framework allows a stock of sub-frames and interconnecting plates to be pre-manufactured to pre ⁇ determined configurations.
  • the required sub-frames and interconnecting plates for a building are then supplied direct from stock as opposed to being purpose fabricated as in prior art systems.
  • This arrangement also has advantages in achieving plumb and square in the modular building framework because it is constructed from pre-manufactured stock of pre ⁇ determined configuration with factory tolerances.
  • the inventors have found that only three basic types of sub- frames are required, these are : a. C10015 sub-frames comprising perimeter members of 1.5 mm thick, 100 mm C section channels and internal members of 1.5 mm thick, 100 mm C section channels; b.
  • C15015 sub-frames comprising perimeter members of 1.5 mm thick, 150 mm C section channels and internal members of 1.5 mm thick, 150 mm C section channels; and c. C15019P sub-frames comprising perimeter members of 1.9 mm thick, 150 mm C section channels and internal members of 1.5 mm thick, 150 mm C section channels.
  • a 3000 mm wide by 3000 mm high sub-frame with a door space and a window space is shown in FIG 3.
  • the perimeter members 5 of the sub-frame are 150 mm channel sections of 1.5 mm thickness (or 1.9 mm for higher wind ratings) with the remaining members being of lighter gauge.
  • Roof sub-frames are formed in a similar manner to the wall sub-frames.
  • the roof sub-frame depicted in FIG 4 are formed as 3000 mm by 3000 mm.
  • the sub-frame is formed from 150 mm 'C channel sections of 1.5 mm (or 1.9 mm) thickness.
  • a building 6 formed from a number of standard sub-frames is shown in FIG 5.
  • the building is made from two identical sub-frames 7 designed with a garage door space.
  • a door sub-frame 8 and window sub- frame 9 make up one side of the building.
  • the remaining sides are identical to the standard sub-frame of FIG 1.
  • Four identical roof sub- frames 10 form the roof.
  • Gable infill sub-frame 11 completes the modular building framework.
  • Wall sub-frames are removably connected to adjoining roof sub-frames by eaves plates 12, such as shown schematically in FIG 6.
  • the eaves plates are made from 5 mm thick bisalloy with each arm 13 having a length of 700 mm.
  • a locating lug 14 assists in locating the plate for assembly.
  • a number of bolt holes, such as 15, are pre-drilled in the eaves plate to facilitate fixing.
  • ridge plate 16 Roof sub-frames meeting at a ridge are removably connected by ridge plate 16 shown in FIG 7.
  • the ridge plate is also made from 5 mm thick bisalloy and has a number of bolt holes, such as 17.
  • the ridge plate has 400 mm arms 18 and a 688 mm central region 19.
  • the ridge plate is formed with a stiffening plate 20.
  • an extension plate 21 facilitates connection of adjoining sub-frames to form a large roof or a tall building.
  • roof sub-frames, eaves plates, extension plates and roof plates are shown in FIG 9.
  • a ridge plate 22 is shown connecting roof sub-frames 23 and 24 meeting at a ridge.
  • Adjoining roof sub-frames, such as 25, will also be connected.
  • each side of the roof is two sub-frames long therefore requiring the use of an extension plate 26 to join the roof sub-frames 27, 28, 29 and 30.
  • the roof sub-frames 28 and 27 extend beyond the wall sub-frames 31 and 32 to form eaves.
  • the sub-frames 27, 28, 31 and 32 are connected with an eaves plate 33. (The roof sub-frame 27 is shown cut short to reveal the eaves plate 33.)
  • interconnecting plates provide a high strength structure, they are not required in every situation.
  • the interconnecting plates can be of mild steel if lower wind ratings are acceptable.
  • a ceiling framework 34 can be simply added to the modular building framework by bolting to, for example, the top of the wall sub- frame 31 and the eaves plate 33. All roof sub-frames, wall sub-frames and interconnecting plates are bolted together with M12 8.8/S UNO bolts.
  • the assemblage of FIG 9 can be easily disassembled by removing the bolts. Other fixing means such as self tapping screws and welds may be suitable in some situations.
  • the modular building framework is conveniently erected on a concrete slab 35 having M12 cast-in bolts 35a such as shown in FIG 10.
  • Wall sub-frames 31 and 32 which meet at a corner are bolted to the concrete slab and to each other as shown in FIG 9.
  • FIG 11 A method of assembly of a modular building framework for a shed is depicted in FIG 11.
  • a concrete slab is poured with cast-in bolts.
  • the corner wall sub-frames are initially bolted together and to the concrete foundation as shown in FIG 11(a).
  • the remaining wall sub- frames are bolted to the concrete foundation as shown in FIG 11(b).
  • Eaves plates may be conveniently bolted into position at this stage.
  • a first roof sub-frame is erected into place and the highest point may be supported with props as shown in FIG 11 ⁇ or with the gable infill (shown as 11 in FIG 5).
  • the roof sub-frame is bolted to the eaves plates.
  • a corresponding roof sub-frame is erected and bolted to the eaves plates.
  • a ridge plate is bolted into position to connect the two roof sub-frames to form the stage shown in FIG 11 (d).
  • the remaining roof sub-frames are bolted into place to complete the modular building sub-frame.
  • a ceiling may be constructed on the assembled walls prior to the erection of the roof sub-frames.
  • the roof could be assembled separately and lifted into position with a crane.
  • the shed could be constructed directly onto the ground without a slab first being poured.
  • FIG 12 clearly shows a variety of different wall sub-frames, such as 36 and 37.
  • Ceiling sub-frames 38 are also shown arranged to form a ceiling. There is no requirement for ceiling battens.
  • Roof sub-frames 39 are shown arranged to form the roof of the house. There is no requirement for roof trusses or roof battening.
  • the roof structure is not required for the structural integrity of the building framework.
  • Ceiling sub- frames have sufficient structural capacity that a structure formed by the wall sub-frames and ceiling sub-frames meets relevant building standards. This provides flexibility in construction and facilitates multiple storey structures.
  • the roof can be almost any shape without impacting on the strength or wind resistance of the rest of the structure.
  • any desired form of cladding 40 can be used to cover the modular building framework and complete the house.
  • a common roof cladding would be Custom Orb 0.42 BMT.
  • a common wall cladding would be timber, fibrous sheet or brick veneer. It will be appreciated that the structure depicted in FIG 12 can be easily disassembled and extended or relocated.
  • the ceiling framework has sufficient load bearing capacity to form the floor for another storey.
  • Extension plates are bolted into place, the roof is raised or removed and additional wall sub-frames are bolted in place.
  • the eaves plates are then bolted in place to connect the roof sub-frames to the new wall sub-frames.
  • the structure can be extended laterally.
  • a wall or section of wall is removed and additional wall sub-frames are assembled to enlarge the structure.
  • Ceiling sub-frames and roof sub-frames are assembled as described above.
  • the invention has particular advantage to form structures of unconventional shape.
  • the octagonal shed 41 of FIG 13 would normally be constructed with a central pillar. With the modular building framework described herein the shed can be constructed without a central pillar.
  • a custom ridge plate 42, as shown in FIG 13, connects eight roof sub- frames 43.
  • the roof sub-frames 43 are connected to the wall sub-frames in the same way as described above.
  • FIG 15 tabulates a variety of shed structures that can be constructed with the three basic sub-frames described earlier.
  • the table shows the material combinations required to achieve required strengths (in kNm) and example shed sizes.
  • Column 44 applies to C15019P/2 (two adjoining perimeter members) sub-frames and 5 mm Bisalloy 360 interconnecting plates.
  • Column 45 applies to C15019P sub-frames and 5 mm Bisalloy 360 interconnecting plates.
  • Column 46 applies to C15015 sub-frames and 5 mm Bisalloy 360 interconnecting plates.
  • Column 47 applies to C15015 sub-frames and 5 mm mild steel interconnecting plates.
  • a shed 6 m wide by 3 m high constructed to W55C wind rating requires C15015 sub-frames and 5 mm Bisalloy 360 interconnecting plate (column 46) or better. Similar tabulations can be prepared for other structures, such as domestic housing.
  • C10015 sub-frames are used for the walls
  • C10015 or C15015 sub- frames are used for the ceilings
  • C15015 or C15019P sub-frames are used for the roof.
  • the rigid open framework structure enables a wide range of cladding materials to be used, which was not possible previously.
  • the cladding can be erected onto the framework by conventional means. Because a standard range of sub-frames are pre- manufactured there are significant advantages for improved measurement tolerances and increased quality assurance.
  • Structures with wind classification from the lowest rating of W28N (N1 ) through to the highest rating of W70C (C4) can be constructed using the same modular system.
  • the layperson or professional builder can easily erect a building in minimal time.
  • the modular system according to the present invention enables the frame erection time to be reduced by at least 50%. This minimises the impact of weather problems and reduces the time to lock-up and overall project completion.
  • the height of the building can be increased at a later date by simply unbolting and removing the roof panels and eaves plates, affixing extra wall panels and interconnecting plates at the top of the existing wall panels, and replacing the eaves plates and roof panels.
  • the system is also applicable to the design and constructing of buildings having a variety of shapes, for instance hexagonal and 1 3 octagonal, and in these instances the roof framework panels will generally have a triangular or other configuration.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Residential Or Office Buildings (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Tents Or Canopies (AREA)

Abstract

La présente invention concerne une charpente de construction modulaire comprenant des sous-cadres structuraux et des plaques de liaison. Les sous-cadres sont de construction ouverte et ils sont fabriqués en taille normalisée pour réduire le nombre d'éléments nécessaires pour une construction. Les plaques de liaison sont de trois types: sablière d'avant-toit (22), plaque faîtière (33) et plaque de bordure (21). Cette charpente de construction modulaire peut être facilement étendue à deux niveaux ou davantage. La même charpente peut former des murs, des planchers et le toit.
PCT/AU1996/000251 1995-05-04 1996-05-01 Charpente de construction modulaire Ceased WO1996035022A1 (fr)

Priority Applications (7)

Application Number Priority Date Filing Date Title
BR9608116-3A BR9608116A (pt) 1995-05-04 1996-05-01 Estrutura de construção modular.
AU54897/96A AU701290B2 (en) 1995-05-04 1996-05-01 Modular building framework
JP8532853A JPH11504405A (ja) 1995-05-04 1996-05-01 モジュール建築枠組
NZ306347A NZ306347A (en) 1995-05-04 1996-05-01 Modular building framework
EP96911837A EP0852641A4 (fr) 1995-05-04 1996-05-01 Charpente de construction modulaire
MX9708507A MX9708507A (es) 1995-05-04 1996-05-01 Estructura de construccion modular.
EA199700358A EA000156B1 (ru) 1995-05-04 1996-05-01 Каркас модульного здания

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AUPN2783A AUPN278395A0 (en) 1995-05-04 1995-05-04 Modular framework construction
AUPN2783 1995-05-04
AUPN3776 1995-06-26
AUPN3776A AUPN377695A0 (en) 1995-06-26 1995-06-26 Modular framework construction

Publications (1)

Publication Number Publication Date
WO1996035022A1 true WO1996035022A1 (fr) 1996-11-07

Family

ID=25644948

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/AU1996/000251 Ceased WO1996035022A1 (fr) 1995-05-04 1996-05-01 Charpente de construction modulaire

Country Status (9)

Country Link
EP (1) EP0852641A4 (fr)
JP (1) JPH11504405A (fr)
CN (1) CN1077944C (fr)
BR (1) BR9608116A (fr)
CA (1) CA2220132A1 (fr)
EA (1) EA000156B1 (fr)
MX (1) MX9708507A (fr)
NZ (1) NZ306347A (fr)
WO (1) WO1996035022A1 (fr)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998048124A1 (fr) * 1997-04-10 1998-10-29 Mogens Danborg Systeme de construction et elements de ce systeme utiles pour des maisons a monter soi-meme
EP0899388A3 (fr) * 1997-08-29 2000-08-23 Karsten Bajorat Procédé de construction pour maisons familiales et bâtiments d'habitation
US6253521B1 (en) 1998-10-21 2001-07-03 Scottsdale Building Systems Limited Steel-framed building construction
US6272447B1 (en) 1998-10-21 2001-08-07 Scottsdale Building Systems Limited Fabrication and design of structural members
US6722487B1 (en) 1999-02-10 2004-04-20 Coin Controls Limited Money item acceptor
GR20050100508A (el) * 2005-10-07 2007-05-23 Δημητριος Γεωργιου Φαης Μεθοδος κατασκευης φεροντα οργανισμου (σκελετου) προς ανεγερση κτιριων, με συνδεση μεταξυ τους γραμμικων φορεων ορογωνικης διατομης και πρισματικης μορφης
WO2008121961A1 (fr) * 2007-03-30 2008-10-09 Butler Manufacturing Company Plaque de raccordement pour utilisation dans la construction d'une construction métallique
US7513085B2 (en) 2003-10-24 2009-04-07 Nucon Steel Corporation Metal truss
US7735294B2 (en) 2003-12-09 2010-06-15 Nucon Steel Corporation Roof truss
CN109025397A (zh) * 2018-08-24 2018-12-18 岳朝晖 一种罩壳式体育练习型恒温节能馆舍
US20220235547A1 (en) * 2021-01-26 2022-07-28 Emerge Modular Ltd Steel and concrete building module and connections

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103154393B (zh) * 2010-05-06 2016-01-06 麦迪马波法人3088-7418魁北克有限公司 展异的建筑结构改良
KR101130582B1 (ko) * 2011-06-07 2012-03-30 이대영 조립식 건축구조물의 골조연결장치
WO2013067660A1 (fr) * 2011-11-11 2013-05-16 Hu Gang Carreaux de construction
KR101195308B1 (ko) * 2012-06-15 2012-10-26 송용도 건축용 조립식 벽체 프레임 및 이를 이용한 천정 프레임
CN103031925B (zh) * 2012-12-31 2017-02-08 清华大学建筑设计研究院有限公司 一种由带钢拉伸组合形成的轻型钢桁架
CN106712878A (zh) * 2015-07-22 2017-05-24 深圳市艾立克电子有限公司 一种云台语音广播系统及其语音广播方法
CN106592774B (zh) * 2016-12-21 2018-12-18 中国建筑一局(集团)有限公司 一种木作斗拱与钢筋混凝土的连接构造及其施工方法

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU85941A (en) * 1941-03-02 1941-03-22 Zipwood Co. Limited Improvements in and relating to sectional buildings or structures
US3534515A (en) * 1968-02-19 1970-10-20 Carl F Beed Prefabricated building unit and structures made therefrom
GB1536980A (en) * 1976-02-05 1978-12-29 Kathmann H Set of building elements
GB2062044A (en) * 1979-08-03 1981-05-20 Hygena Ltd Garden sheds
US4272930A (en) * 1975-11-04 1981-06-16 Roy H. Smith, Jr. Modular housing system
US4858398A (en) 1981-11-23 1989-08-22 Universal Simplex Building System Prefabricated building construction
FR2638189A1 (fr) * 1988-10-26 1990-04-27 Legrand Robert Les dispositifs modulaires de construction en bois
US5072554A (en) 1990-04-27 1991-12-17 The United States Of America As Represented By The Secretary Of The Air Force Prefabricated modular storage building
WO1994029537A1 (fr) 1993-06-03 1994-12-22 Jan Willem De Blanken Systeme de structure de toit et de plafond
WO1995002097A1 (fr) 1993-07-08 1995-01-19 Leftminster Pty. Ltd. Systemes de batiments prefabriques
WO1995013435A1 (fr) * 1993-11-12 1995-05-18 Panorama Contract Services (Aust.) Pty. Ltd. Ensemble de construction modulaire

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE808784C (de) * 1948-10-02 1951-07-19 Friedrich Fecher Dipl Ing Herstellung von Stahlskelettbauten, insbesondere Decken und Daechern aus profiliertem Material
FR2619141A1 (fr) * 1987-08-04 1989-02-10 Hunt Patrick Invention concernant un dispositif pour realiser une construction a structure bois pouvant etre destinee a l'habitat, en utilisant des trames plancher, murs, toiture et des systemes de liaisons

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU85941A (en) * 1941-03-02 1941-03-22 Zipwood Co. Limited Improvements in and relating to sectional buildings or structures
AU244354A (en) * 1954-01-18 1955-01-13 Max Braun Building construction
AU228661A (en) * 1961-03-09 1963-03-14 Sekisui Kagaku Kogyo Kabushiki Kaisha Construction methods of prefabricated houses
US3534515A (en) * 1968-02-19 1970-10-20 Carl F Beed Prefabricated building unit and structures made therefrom
US4272930A (en) * 1975-11-04 1981-06-16 Roy H. Smith, Jr. Modular housing system
GB1536980A (en) * 1976-02-05 1978-12-29 Kathmann H Set of building elements
GB2062044A (en) * 1979-08-03 1981-05-20 Hygena Ltd Garden sheds
US4858398A (en) 1981-11-23 1989-08-22 Universal Simplex Building System Prefabricated building construction
FR2638189A1 (fr) * 1988-10-26 1990-04-27 Legrand Robert Les dispositifs modulaires de construction en bois
US5072554A (en) 1990-04-27 1991-12-17 The United States Of America As Represented By The Secretary Of The Air Force Prefabricated modular storage building
WO1994029537A1 (fr) 1993-06-03 1994-12-22 Jan Willem De Blanken Systeme de structure de toit et de plafond
WO1995002097A1 (fr) 1993-07-08 1995-01-19 Leftminster Pty. Ltd. Systemes de batiments prefabriques
WO1995013435A1 (fr) * 1993-11-12 1995-05-18 Panorama Contract Services (Aust.) Pty. Ltd. Ensemble de construction modulaire

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP0852641A4 *

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6757643B2 (en) 1995-12-21 2004-06-29 Nucon Steel Corporation Fabrication and design of structural members
WO1998048124A1 (fr) * 1997-04-10 1998-10-29 Mogens Danborg Systeme de construction et elements de ce systeme utiles pour des maisons a monter soi-meme
EP0899388A3 (fr) * 1997-08-29 2000-08-23 Karsten Bajorat Procédé de construction pour maisons familiales et bâtiments d'habitation
US6253521B1 (en) 1998-10-21 2001-07-03 Scottsdale Building Systems Limited Steel-framed building construction
US6272447B1 (en) 1998-10-21 2001-08-07 Scottsdale Building Systems Limited Fabrication and design of structural members
US6722487B1 (en) 1999-02-10 2004-04-20 Coin Controls Limited Money item acceptor
US7513085B2 (en) 2003-10-24 2009-04-07 Nucon Steel Corporation Metal truss
US7735294B2 (en) 2003-12-09 2010-06-15 Nucon Steel Corporation Roof truss
US8006461B2 (en) 2003-12-09 2011-08-30 Nucon Steel Corporation Roof truss
GR20050100508A (el) * 2005-10-07 2007-05-23 Δημητριος Γεωργιου Φαης Μεθοδος κατασκευης φεροντα οργανισμου (σκελετου) προς ανεγερση κτιριων, με συνδεση μεταξυ τους γραμμικων φορεων ορογωνικης διατομης και πρισματικης μορφης
WO2008121961A1 (fr) * 2007-03-30 2008-10-09 Butler Manufacturing Company Plaque de raccordement pour utilisation dans la construction d'une construction métallique
US7743579B2 (en) 2007-03-30 2010-06-29 Bluescope Buildings North America, Inc. Connection plate for use in constructing a metal building
CN109025397A (zh) * 2018-08-24 2018-12-18 岳朝晖 一种罩壳式体育练习型恒温节能馆舍
US20220235547A1 (en) * 2021-01-26 2022-07-28 Emerge Modular Ltd Steel and concrete building module and connections
US12091852B2 (en) * 2021-01-26 2024-09-17 Emerge Modular Ltd Steel and concrete building module and connections

Also Published As

Publication number Publication date
EP0852641A4 (fr) 1998-12-16
CN1183822A (zh) 1998-06-03
EA000156B1 (ru) 1998-10-29
BR9608116A (pt) 1999-12-07
MX9708507A (es) 1998-02-28
EA199700358A1 (ru) 1998-04-30
CN1077944C (zh) 2002-01-16
JPH11504405A (ja) 1999-04-20
NZ306347A (en) 1998-06-26
CA2220132A1 (fr) 1996-11-07
EP0852641A1 (fr) 1998-07-15

Similar Documents

Publication Publication Date Title
WO1996035022A1 (fr) Charpente de construction modulaire
US4644708A (en) Prefabricated modular building element and a building comprising such elements
US3304675A (en) Building constructions
JPH08512110A (ja) プレハブ建築システム
PL194067B1 (pl) Sposób budowy budynków
MXPA97008507A (en) Modu construction structure
US5210988A (en) Gridbeam
US12234646B2 (en) Building truss, system, and construction method
US20030056446A1 (en) Transportable building with higher roof
US20050126084A1 (en) System of building modular log homes
CA2227572C (fr) Batiment a charpente modulaire
AU701290B2 (en) Modular building framework
US20020020141A1 (en) Match framing system
US4137684A (en) Building panel
WO1995009954A1 (fr) Elements structuraux et structures de batiments
KR19990008307A (ko) 모듈러 건물형틀
US20250172007A1 (en) Modular prefab delivery system
EP0015766A1 (fr) Structures de toiture
CN111373105A (zh) 建筑物构造的改进
CN120537274A (zh) 一种h型钢梁-圆钢管异形柱框架防屈曲剪力墙装配结构体系及装配方法
GB2052591A (en) Roofing panels for pyramidal roofs
SK10408Y1 (sk) Stavebnicový systém oceľových konštrukcií
JPH028449A (ja) 屋根パネル
GB2042043A (en) Building construction
JPH09119170A (ja) 建築用フレームと建築用フレームを用いた建築工法

Legal Events

Date Code Title Description
WWE Wipo information: entry into national phase

Ref document number: 96193707.6

Country of ref document: CN

AK Designated states

Kind code of ref document: A1

Designated state(s): AL AM AT AU AZ BB BG BR BY CA CH CN CZ DE DK EE ES FI GB GE HU IS JP KE KG KP KR KZ LK LR LS LT LU LV MD MG MK MN MW MX NO NZ PL PT RO RU SD SE SG SI SK TJ TM TR TT UA UG US UZ VN AM AZ BY KG KZ MD RU TJ TM

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): KE LS MW SD SZ UG AT BE CH DE DK ES FI FR GB GR IE IT LU MC NL PT SE BF BJ CF CG CI CM GA GN

DFPE Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101)
121 Ep: the epo has been informed by wipo that ep was designated in this application
ENP Entry into the national phase

Ref document number: 2220132

Country of ref document: CA

Ref document number: 2220132

Country of ref document: CA

Kind code of ref document: A

Ref document number: 1996 532853

Country of ref document: JP

Kind code of ref document: A

Ref document number: 1997 952033

Country of ref document: US

Date of ref document: 19971104

Kind code of ref document: A

WWE Wipo information: entry into national phase

Ref document number: PA/a/1997/008507

Country of ref document: MX

Ref document number: 1019970707833

Country of ref document: KR

WWE Wipo information: entry into national phase

Ref document number: 1199701105

Country of ref document: VN

WWE Wipo information: entry into national phase

Ref document number: 306347

Country of ref document: NZ

WWE Wipo information: entry into national phase

Ref document number: 1996911837

Country of ref document: EP

WWE Wipo information: entry into national phase

Ref document number: 199700358

Country of ref document: EA

REG Reference to national code

Ref country code: DE

Ref legal event code: 8642

WWP Wipo information: published in national office

Ref document number: 1996911837

Country of ref document: EP

WWP Wipo information: published in national office

Ref document number: 1019970707833

Country of ref document: KR

WWW Wipo information: withdrawn in national office

Ref document number: 1996911837

Country of ref document: EP

WWW Wipo information: withdrawn in national office

Ref document number: 1019970707833

Country of ref document: KR