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WO2006122372A1 - Bati de construction modulaire - Google Patents

Bati de construction modulaire Download PDF

Info

Publication number
WO2006122372A1
WO2006122372A1 PCT/AU2006/000669 AU2006000669W WO2006122372A1 WO 2006122372 A1 WO2006122372 A1 WO 2006122372A1 AU 2006000669 W AU2006000669 W AU 2006000669W WO 2006122372 A1 WO2006122372 A1 WO 2006122372A1
Authority
WO
WIPO (PCT)
Prior art keywords
frame
corner
roof
base
modular building
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/AU2006/000669
Other languages
English (en)
Inventor
Michael Travers Rokich
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.)
MAKULBEK Pty Ltd
Original Assignee
MAKULBEK Pty Ltd
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 AU2005902560A external-priority patent/AU2005902560A0/en
Application filed by MAKULBEK Pty Ltd filed Critical MAKULBEK Pty Ltd
Publication of WO2006122372A1 publication Critical patent/WO2006122372A1/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
    • E04B1/348—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
    • E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal

Definitions

  • the invention relates to a modular building frame, In particular, although not exclusively, the invention relates to a frame that includes a base frame with an integral light weight concrete floor, a roof frame and connecting columns.
  • Modular buildings are comprised of components which may be easily assembled. Modular buildings can be transported to a location and assembled in much less time than that required to construct a conventional building. Modular buildings may be pre-assembled and transported in whole (a single module) or in several modules in order to complete a larger building. The size and configuration of the complete building may be altered by adding modules. Modular buildings are commonly utilised for mining operation offices, construction camps, staff housing and construction site trailers.
  • Transportable buildings are usually small, lightweight buildings, able to be easily lifted and transported by truck or rail, and placed on site. Transportable buildings may be custom made or built to standard sizes. They are not necessarily modular.
  • a popular style of transportable building is made from light weight building materials assembled in a traditional manner, in a factory or assembly shop. These transportable buildings are fitted onto a structural steel base, which provides stiffness to the base of the building and also provides a platform to allow the building to be lifted by a crane and/or transported by a truck. This style is commonly used to make single stand-alone buildings. When fitted together to make a larger building comprising more than one transportable section, this style may require modification of the upper structure with the inclusion of columns, beams and often a modified roof.
  • Transportable buildings may also incorporate a prefabricated concrete base, which lengthens their life by providing a durable and stiff base. There is, however, a significant cost associated with the concrete base and the substantial weight of the concrete base creates handling difficulties on some sites. The addition of the concrete base may also result in production delays because of the time required for the concrete base to cure and be transported from the concrete casting yard to the building assembly yard.
  • a second variety of transportable and modular building is more suitable for overcoming space and transport restrictions.
  • the second variety of modular building is also capable of being stacked to create multiple story modular buildings. The stacking is generally achieved by a crane which lifts from the top of a module that is to be placed upon the roof of another module.
  • the second variety of modular buildings does not incorporate external gutters, downpipes or other projections which may be damaged when the modules are pushed together and the roof drains internally via downpipes in the corners of the module.
  • the module is constructed on a steel base frame, similar to the first style.
  • the manufacture of this second variety requires many . proprietary components and a complete building design system, in order to complete a building that differs slightly from competitors, while maintaining the benefits of modular buildings.
  • the final products are very uniform and not easily customised.
  • the terms "comprises”, “comprising” or similar terms are intended to mean a non-exclusive inclusion, such that a method, system or apparatus that comprises a list of elements does not include those elements solely, but may well include other elements not listed.
  • the invention resides in a modular building frame comprising; a base frame for defining a floor; at least four columns extending upwardly from the base frame; a roof frame for defining a roof and ceiling; at least four columns connecting the roof frame to the floor frame; wherein the at least four columns are removably attached to the base frame and the roof frame.
  • the base frame may incorporate at each corner a corner beam joint.
  • the base frame may include floor side beams and floor end beams.
  • the side beams have apertures or are shaped suitably to receive the support legs of the corner joints.
  • the side beams have hollow square or rectangular cords.
  • the side beams have a plate web fully welded to the cords.
  • an arched formwork is positioned within the base frame and has side edges supported on the inside of the lower side beams.
  • the arched formwork is made of corrugated steel.
  • a concrete mix is placed on the arched formwork so that the surface of the concrete mix is flush with top faces of the upper floor side beams.
  • the concrete mix is light weight concrete.
  • the base frame is braced with steel cross bracing rods before the concrete mix is poured, Preferable the cross bracing remains cast inside the cured concrete.
  • each base frame corner beam joint incorporates a central portion, a pair of upper corner beam spigots and a pair of lower corner beam spigots.
  • the spigots are angular.
  • angle spigots contain bolt holes and nuts welded to the inside face to allow the base corner joint and base side beams to be bolted together.
  • the central portion incorporates a top aperture and a bottom aperture.
  • the central portion is made from a steel square hollow section.
  • each column incorporates a lower column spigot, which is received in the top aperture of the central portion of the base frame corner joint.
  • the column and the central portion of the base frame corner beam joint are square hollow steel sections.
  • the columns and the corner beam joints may be hollow so as to allow installation of wired services and a rainwater down pipe which do not from part of this invention.
  • the columns Preferably have holes to allow the horizontal and vertical routing of services within the wall structure of the building, and connection of the roof gutter to the downpipe inside the column.
  • the centre portion of the corner beam joint has holes to allow the routing of services from inside the column, into the floor.
  • the roof frame incorporates roof frame end beams and roof frame side beams.
  • the roof frame beams are cold rolled C sections.
  • each roof frame corner beam joint may incorporate at each corner, a comer beam joint
  • each roof frame corner beam joint incorporates a central portion, a pair. of upper corner beam spigots and a pair of lower corner beam spigots.
  • the spigots are angular.
  • angle spigots Preferably contain bolt holes and nuts welded to the inside face.
  • the perimeter roof frame incorporates a steel top fixing plate in each corner.
  • each corner top plate has a hole placed to be used as a hook lifting eye.
  • corner top plates and the perimeter roof beams have pre- drilled bolt holes, allowing them to be bolted together.
  • the top plate has a welded, raised plate, located directly above the hollow column.
  • this raised plate fits inside the centre portion of the base frame corner joint, when another building module is placed on top.
  • the central portion of the base frame corner joint extends below the soffit of the base frame perimeter beams, in order to slot over the raised plate, and to give clearance for bolt heads.
  • this raised plate on lower stacked modules, has a hole allowing passage of the rainwater down pipe from module to module, down to the ground level.
  • the roof perimeter frame may be used in place of the above described base frame.
  • this form shall be used for smaller modules which require a lightweight framed floor using steel or timber framing which does not form part of this invention. Further features of the present invention will become apparent from the following detailed description.
  • FIG 1 there is provided a perspective view the corner of the base frame, which incorporates the base corner joint 1 , a floor side beam 6 and a floor end beam 7.
  • the figure shows the lower angle spigot 9 and the upper angle spigot 10.
  • the spigots are pre-drilled with holes 5 for the connecting bolts
  • Bolt nuts 5B (hidden from view) are welded to the inside of the angle spigots 9 and 10.
  • Bolt holes 3 for the column (FIG 3, item 31) are predrilled into the upper centre of the corner joint 1.
  • Predrilled holes 2 for attachment of module cross bracing or multi-storey ties (not included in this invention) are predrilled Into lower centre of the corner joint 1.
  • Holes 4 are predrilled to allow for the routing of services from inside the column to the floor.
  • the corner joint 1, is preferably hot dip galvanized after fabrication.
  • the base frame side beams 6 and end beam 7 are preferably high strength, lightweight fabricated beams, preferably Bluescope Steel ILB, Industrial Light Beam,
  • the side beams have pre-drilled holes 8 for bolting to the base corner joint 1.
  • FIG. 2 there is provided a perspective view of the corner of the roof frame, which incorporates the roof frame corner beam joint 11, a roof frame side beam 16, a roof frame end beam 17 and the roof frame top fixing plate 21.
  • the figure shows the lower angle spigot 19 and the upper angle spigot 20.
  • the spigots are pre-drilled with hole 15 for the connecting bolts 15A.
  • Bolt nuts 5B hidden from view
  • Bolt holes 13 for the column (FIG 3, item 31) are predrilled into the lower centre of the corner joint 11.
  • Predrilled holes 2 for attachment of module cross bracing or multi-storey ties (not included in this invention) are predrilled into upper centre of the corner joint 1.
  • Holes 4 are predrilled to allow for the routing of services from inside the roof space.
  • the corner joint 11, is preferably hot dip galvanized after fabrication.
  • the roof frame side beam 16 and end beam 17 are preferably high strength, cold roiled C sections which is preferably Ly ' saght Super Cee ® .
  • the side beams have pre-drilled holes 18 for bolting to the corner joint 11 , and holes 24 for bolting to the top plate 21 ,
  • the roof frame top fixing plate 21 provides extra stiffening at the lifting points for the completed module. Lifting hooks can be placed through the predrilled lifting eyes 22 cut into the top plate-21
  • the top plate 21 has bolt holes 27 for a conventional nut and bolt fixing 25.
  • a welded raised plate 23 provides a locator for the base frame corner joint 1 , when completed modules are stacked.
  • a dow ⁇ pipe access hole 26 is pre-drilled into the centre of the raised plate 23.
  • FIG. 10 there is provided an inside view of the roof frame corner beam joint 11 and the base comer joint 1 showing items hidden from view in FIG 1 and FlG 2,
  • bolt nuts 5B are welded in place behind the bolt holes 5.
  • bolt nuts 15B are welded in place behind the bolt holes 15.
  • At the inside base of the roof frame comer joint 11 is a predrilled hole 28 to allow connection of the roof gutter and the downpipe inside the column.
  • FIG 4 there is provided a perspective view of an assembled modular frame, with an exploded view of the corner components - the base corner joint 1 , the corner column 31 , the roof frame corner joint 11 and the roof frame top fixing plate 21.
  • the column 31 is the same size hollow steel section as the hollow vertical centre of the roof frame corner joint 11 and the base frame corner joint 1 ,
  • the column upper spigot 32 and lower spigot 33 are smaller sized hollow sections sleeved and welded into the column.
  • the column bottom spigot 33 is pre-drilled with holes 36 to match the column bolt holes 3 on the base corner joint 1.
  • the bolt holes 36 in the column is threaded to receive a bolt.
  • the column upper spigot 32 is pre-drilled with holes 35 to match the column.
  • the bolt hole 13 on the roof frame corner joint 11 The bolt hole 35 in the column is threaded to receive a bolt.
  • the column upper spigot 32 is also pre-drilled with holes 34 to match the cross brace / multi-storey tie holes 12 on the roof frame corner joint 11.
  • the completed column is preferable hot dip galvanized after fabrication.
  • FIG 5 there is provided a perspective view of an assembled base frame 50, showing the. placement of the arched formwork 42 and a cutaway view of the lightweight concrete floor 44.
  • the arched formwork 42 is preferably galvanised or zinc alum corrugated steel such as Lysagnt Custom Blue Orb ® , although the arched formwork could potentially be constructed of other materials.
  • the form is factory rolled and cut to size to achieve the arch profile required to meet the floor load requirements of the module end user.
  • the lightweight concrete floor is placed to finish flush with the top face of the floor end beams 7 and side beams 6.
  • the lightweight concrete mix is preferably glass fibre reinforced, although conventional steel mesh reinforcement may be used (not illustrated).
  • FIG. 6 there is provided a perspective view of an example completed small modular / transportable building 51.
  • the many varied uses of traditional materials, proprietary and special components required to complete the desired building do not form part of this invention.
  • the apparatus of the present invention provides a convenient and durable structural frame as a 'starter kit' for a modular and transportable building. Further the finished modules may be arranged in multiple stories, stacked and transported by ship, lifted and transported in much the same way as sea containers.
  • the base frame of the modular building may incorporate a lightweight concrete floor cast over an arched formwork to strengthen the base of the modular building and extend the life of the modular building.
  • the modular building frame allows for the incorporation of a roof drainage system that drains water from the roof within the roof frame, into the corner columns and down to the ground.
  • the module frame has no external soft framing elements which can be damaged easily. Modules can be fitted against each other easily to make larger buildings.
  • fully assembled base frames 50 including concrete floor may be flat packed and transported to a desired location where the modular building is then assembled.
  • fully assembled roof frames, including roof and ceiling structure and finishes may be plat packed and transported the same way. It should be appreciated that the amount of pre-assembly of modular buildings before they are transported to the desired location may vary.
  • the above described modular building frame has the further advantage that the concrete mix may be cast at the final location of the modular building.
  • the modular building frame also has the advantage that the walls and interior may be completed by builders using standard building materials and components without restriction to a specific system or range of finishes.

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)

Abstract

La présente invention concerne un bâti de construction modulaire constitué d'une charpente de toiture périphérique réalisée à partir de sections en C en acier laminé à froid et de joints d'angle; d'un bâti de base constitué de joints d'angles et de poutres périphériques en acier travaillé léger avec un moule à fond en béton léger intégral par dessus un coffrage bombé permanent fabriqué à partir d'acier ondulé, et des colonnes cornières en acier creuses qui relient les joints d'angle du toit et de la base. Le bâti de construction modulaire permet d'obtenir un bâti structurel adapté aux finitions d'un bâtiment modulaire transportable au moyen d'une large gamme de produits de construction disponible dans le commerce.
PCT/AU2006/000669 2005-05-19 2006-05-19 Bati de construction modulaire Ceased WO2006122372A1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AU2005902560 2005-05-19
AU2005902560A AU2005902560A0 (en) 2005-05-19 Modular building
AU2006202073 2006-05-17
AU2006202073A AU2006202073A1 (en) 2005-05-19 2006-05-17 Modular building frame

Publications (1)

Publication Number Publication Date
WO2006122372A1 true WO2006122372A1 (fr) 2006-11-23

Family

ID=37430860

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/AU2006/000669 Ceased WO2006122372A1 (fr) 2005-05-19 2006-05-19 Bati de construction modulaire

Country Status (2)

Country Link
AU (1) AU2006202073A1 (fr)
WO (1) WO2006122372A1 (fr)

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012045149A1 (fr) * 2010-10-06 2012-04-12 Qube Buildings Systems Inc. Système de construction modulaire
FR2966178A1 (fr) * 2010-10-19 2012-04-20 Begibat Unite de construction modulaire et procede de construction d'un batiment correspondant
EP2175088A3 (fr) * 2008-10-10 2012-07-25 Angel Moreno Cano Module préfabriqué semi-résistant pour la construction et son procédé d'installation sur un site
ES2416555R1 (es) * 2012-01-27 2013-10-07 House Modular Solution S L Sistema constructivo modular
WO2014127472A1 (fr) 2013-02-22 2014-08-28 Julian Bowron Unités de bâtiment modulaires et leurs procédés de construction et de transport
CN104314173A (zh) * 2014-11-13 2015-01-28 江苏明福钢结构有限公司 一种组装式钢结构房屋
EP2815042A4 (fr) * 2012-02-17 2015-12-02 Lifting Point Pty Ltd Coffrage préformé pour former une dalle de plancher en béton pour une structure de bâtiment à conteneurs d'expédition réglables en hauteur
WO2017020136A1 (fr) * 2015-08-06 2017-02-09 6943977 Canada Inc. Système d'habillage de contenant modulaire
BE1023535B1 (nl) * 2016-06-17 2017-04-26 Aménagement, Rénovation, Electricité NV Constructiemodule en modulair bouwsysteem omvattende één of meerdere van dergelijke constructiemodules
CN106988424A (zh) * 2017-02-24 2017-07-28 中国有色金属工业第六冶金建设有限公司 产业化装配式可循环使用移动钢结构房屋
CN107288222A (zh) * 2017-07-27 2017-10-24 中冶天工集团有限公司 一种模块化建筑非角部模块水平连接装置及连接方法
US9845595B2 (en) 2014-04-30 2017-12-19 Julian Bowron Structural modular building connector
EP3258021A1 (fr) * 2016-06-17 2017-12-20 Aménagement, Rénovation, Electricité S.A. Module de construction et système de construction modulaire comprenant un ou plusieurs desdits modules
USD867108S1 (en) 2016-03-18 2019-11-19 Vector Bloc, Corp. Connector assembly
US10870980B2 (en) 2017-01-19 2020-12-22 Z-Modular Holding, Inc. Modular building connector
CN113565219A (zh) * 2021-08-30 2021-10-29 西安建筑科技大学 一种模块单元构造结构
US11174630B2 (en) 2015-04-15 2021-11-16 Z-Modular Holding, Inc. Modular building structure
US11536020B2 (en) 2015-08-14 2022-12-27 Z-Modular Holding, Inc. Connector for a modular building
US11732459B2 (en) 2018-07-12 2023-08-22 Z-Modular Holding, Inc. Locating pin assembly for a modular frame
US12163328B2 (en) 2018-01-23 2024-12-10 Qube Building Systems Inc. Self-sealing building module with a self-aligning connector
PL446794A1 (pl) * 2023-11-21 2025-05-26 Reiter Barbara Rama modułu budowlanego

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US5950374A (en) * 1993-07-08 1999-09-14 Leftminster Pty Ltd. Prefabricated building systems
EP0639677A1 (fr) * 1993-08-13 1995-02-22 DSG Systembau GmbH Bâtiment composé par des modules de cellules préfabriquées
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Cited By (43)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2175088A3 (fr) * 2008-10-10 2012-07-25 Angel Moreno Cano Module préfabriqué semi-résistant pour la construction et son procédé d'installation sur un site
WO2012045149A1 (fr) * 2010-10-06 2012-04-12 Qube Buildings Systems Inc. Système de construction modulaire
FR2966178A1 (fr) * 2010-10-19 2012-04-20 Begibat Unite de construction modulaire et procede de construction d'un batiment correspondant
ES2416555R1 (es) * 2012-01-27 2013-10-07 House Modular Solution S L Sistema constructivo modular
EP2815042A4 (fr) * 2012-02-17 2015-12-02 Lifting Point Pty Ltd Coffrage préformé pour former une dalle de plancher en béton pour une structure de bâtiment à conteneurs d'expédition réglables en hauteur
US11479961B2 (en) 2013-02-22 2022-10-25 Z-Modular Holding, Inc. Modular building units, and methods of constructing and transporting same
AU2014221181B2 (en) * 2013-02-22 2018-03-15 Z-Modular Holding, Inc. Modular building units, and methods of constructing and transporting same
CN105283609A (zh) * 2013-02-22 2016-01-27 维克托布洛克公司 组合式建筑单元以及建造和运输组合式建筑单元的方法
AU2020260531B2 (en) * 2013-02-22 2022-09-08 Z-Modular Holding, Inc. Modular building units, and methods of constructing and transporting same
EP4194630A1 (fr) * 2013-02-22 2023-06-14 Z-Modular Holding, Inc Unités de bâtiment modulaires et leurs procédés de construction et de transport
EP2959067A4 (fr) * 2013-02-22 2017-02-22 Vectorbloc Corp Unités de bâtiment modulaires et leurs procédés de construction et de transport
US12139904B2 (en) 2013-02-22 2024-11-12 Z-Modular Holding, Inc. Modular building units, and methods of constructing and transporting same
AU2018204197B2 (en) * 2013-02-22 2020-07-30 Z-Modular Holding, Inc. Modular building units, and methods of constructing and transporting same
CN108360683A (zh) * 2013-02-22 2018-08-03 维克托布洛克公司 组合式建筑单元以及建造和运输组合式建筑单元的方法
CN105283609B (zh) * 2013-02-22 2018-06-12 维克托布洛克公司 组合式建筑单元以及建造和运输组合式建筑单元的方法
WO2014127472A1 (fr) 2013-02-22 2014-08-28 Julian Bowron Unités de bâtiment modulaires et leurs procédés de construction et de transport
US10947716B2 (en) 2014-04-30 2021-03-16 Z-Modular Holding, Inc. Structural modular building connector
US9845595B2 (en) 2014-04-30 2017-12-19 Julian Bowron Structural modular building connector
US11739520B2 (en) 2014-04-30 2023-08-29 Z-Modular Holding, Inc. Structural modular building connector
US10450737B2 (en) 2014-04-30 2019-10-22 Vectorbloc Corp. Structural modular building connector
CN104314173B (zh) * 2014-11-13 2016-09-21 江苏明福钢结构有限公司 一种组装式钢结构房屋
CN104314173A (zh) * 2014-11-13 2015-01-28 江苏明福钢结构有限公司 一种组装式钢结构房屋
US11174630B2 (en) 2015-04-15 2021-11-16 Z-Modular Holding, Inc. Modular building structure
WO2017020136A1 (fr) * 2015-08-06 2017-02-09 6943977 Canada Inc. Système d'habillage de contenant modulaire
US11536020B2 (en) 2015-08-14 2022-12-27 Z-Modular Holding, Inc. Connector for a modular building
US11946245B2 (en) 2015-08-14 2024-04-02 Z-Modular Holding, Inc. Connector for a modular building
USD927965S1 (en) 2016-03-18 2021-08-17 Z-Modular Holding, Inc. Structural modular building connector
USD929209S1 (en) 2016-03-18 2021-08-31 Z-Modular Holding, Inc. Structural modular building connector
USD867108S1 (en) 2016-03-18 2019-11-19 Vector Bloc, Corp. Connector assembly
EP3258021A1 (fr) * 2016-06-17 2017-12-20 Aménagement, Rénovation, Electricité S.A. Module de construction et système de construction modulaire comprenant un ou plusieurs desdits modules
BE1023535B1 (nl) * 2016-06-17 2017-04-26 Aménagement, Rénovation, Electricité NV Constructiemodule en modulair bouwsysteem omvattende één of meerdere van dergelijke constructiemodules
US11828057B2 (en) 2017-01-19 2023-11-28 Z-Modular Holding, Inc. Modular building connector
US10870980B2 (en) 2017-01-19 2020-12-22 Z-Modular Holding, Inc. Modular building connector
US11479962B2 (en) 2017-01-19 2022-10-25 Z-Modular Holding, Inc. Modular building connector
US12037781B2 (en) 2017-01-19 2024-07-16 Z-Modular Holding, Inc. Modular building connector
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