WO2009126985A1 - Collapsible / demountable building - Google Patents
Collapsible / demountable building Download PDFInfo
- Publication number
- WO2009126985A1 WO2009126985A1 PCT/AU2008/000718 AU2008000718W WO2009126985A1 WO 2009126985 A1 WO2009126985 A1 WO 2009126985A1 AU 2008000718 W AU2008000718 W AU 2008000718W WO 2009126985 A1 WO2009126985 A1 WO 2009126985A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- collapsible
- building
- demountable
- floor
- demountable building
- Prior art date
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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
- E04B1/3445—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts foldable in a flat stack of parallel panels
Definitions
- This invention relates to buildings in particular demountable or collapsible buildings such as dormitories and military operating theatres which are easily collapsible and erected particularly for field emergency operations and the like.
- Prior art demountable or collapsible buildings are known.
- the application for such buildings in emergency situations such as natural disasters and in war zones is well known.
- Examples include remote housing used for various industries such as in mining and emergency housing in floods and cyclone caused disasters.
- Problems encountered with such situations include the fact that remoteness of location often acts as a barrier to such housing being supplied quickly, in great quantities and where the building structures are affordable and provide longevity in the face of adverse weather and terrain conditions.
- Portable houses often require wide roads with added expense of pilot vehicles and heavy machinery to carry the portable houses to the locations required.
- Temporary portable buildings in the form of tents also require constant upkeep of guyropes, ground Fixtures and fittings which are often difficult to affix successfully in many geographical locations.
- tents are used as operating theatres, there is a problem with cleanliness and hygiene due to the use of fabric such as canvas and fabric in the structure.
- tents are to be used, inclement weather is also a major deterrent especially where there is heavy precipitation wherein the tents become saturated with water and are unpleasant to use as a form of shelter.
- Military application of tents as operating theatres is obviously an example where hygiene is very much an issue.
- tents and current examples of portable shelters and buildings also require a long time to assemble and to remove from sites.
- Some examples of transportable homes are erected on site and can be transported in sections. Such buildings however require the use of tools and often a skilled trades person to erect the building. In these examples there is often the attendant need of having to have a power supply on hand and the possibility of requiring heavy machinery to lift panels and roofs into position.
- the invention resides in a collapsible or demountable building comprising in combination, at least a roof and a floor; at least a pair of opposed walls; each wall connecting the roof and the floor on the same side; the walls comprised of two or more side panels foldably hinged together; one or more collapsible scissors action braces associated with each wall; a mechanism associated with each scissors action brace adapted to raise or collapse the brace; wherein an operation, the building is placed in a storage and / or transportable configuration when the scissor braces are in the collapsed or non deployed position and wherein the roof and floor overlie and sandwich the side panels, and wherein by deploying the scissor braces to lift the roof panel away from the floor, the side panels are unfolded to form the walls wherein the walls and the roof are supported by the fully deployed and extended scissor braces in a single operation to erect the building.
- the mechanism to raise or collapse the scissor braces are housed between adjacent floor joists supporting the floor panels.
- the floor joists are located and positioned so that a user can lift by means of a forklift the building in either the erected or demounted configurations such as when the demounted buildings are stacked on top of one another for transportation or storage purposes.
- the floor joists are at least 100mm and more preferably 150mm in depth to keep the floor panel off the ground and can be attached to galvanised metal footings to further raise or anchor the building.
- the floor comprises a panel of sheet material supported by a floor joist structure.
- the floor panel is a flat sheet of light gauge steel or can be constructed of a light metal alloy.
- the floor can be covered with either a vinyl coating or a marine carpet for durability and to facilitate case of cleaning.
- the side panels of the walls are comprised of an internal and external sheet of aluminium which is core filled with insulation to be functional in different weather conditions.
- the walls are approximately 52mm in thickness however wall thickness is not limited to these dimensions and maybe made either thicker or thinner.
- the side wall panels are supported by an internal rib structure.
- the side panels are permanently hinged to the floor.
- window or door apertures in the side panels if required.
- the side panels incorporate lockable and fully functioned door and windows.
- a wall comprises a pair of side panels permanently hinged together along a long itudinal edge wherein a top side panel is permanently hinged to the roof and the bottom side panel is permanently hinged to the floor and wherein the hinge between the top and bottom side panels can be collapsed inwardly so that the side panels fold over each other when the scissor braces are collapsed and the roof is brought downwards towards the floor when demounting or collapsing the building.
- the roof is made of structural sheet metal such as aluminium to withstand inclement weather conditions.
- the roof is also core insulated and is of a similar construction and thickness to the walls, for example, preferably at a 52mm thick.
- the erecting and demounting of the portable building as herein described requires no tools and can be carried out by a single female operator.
- the mechanism to operate the scissor braces is an externally accessible manual winder incorporating either a screw-jack mechanism or equivalent mechanism that causes the scissor brace members to deploy from a collapsed to an extended operating position.
- the manual mechanism can be power assisted or in the alternative replaced by a pneumatic, hydraulic or powered electrical drive means.
- the demountable building as herein described is constructed of alloy and light gauge steel materials however other materials can also be used such as timber, fibreglass, industrial plastics etc.
- the demountable building as herein described is designed so that a number of buildings in the collapsed or demountable position can be stacked upon one another for transport or storage purposes.
- lugs or interlocking pins associated with the roof and floor panels of each building which can be used to accurately stack demounted buildings on top of one another that can also be used as tie down or stap down points.
- the lugs can also be used for parachute connections wherein the buildings can be dropped from the air to remote and difficult to reach locations.
- the buildings can be stacked atop one another in a multiple configuration on a flat bed truck or transport vehicle and tied down using the lugs and / or pins.
- the windows can be either glass or perspex and can also be fitted with security grills.
- the door structure can be of aluminium sheet which is core filled with insulation material.
- the whole demountable building weighs approximately 3 tonnes and is six (6) metres in length and two and a half (2.5) metres in width and height, respectively.
- the demountable building preferably has endwalls which are also permanently hinged to the bottom of the floor.
- each demountable building will have a power point connection plate which is able to be connected to a 240volt or 12volt electric power supply.
- the demountable building can be fitted with a vanity, shower module, storage cupboard, toilet unit, beds, table and chairs with one or more power connections which can be connected to a 240volt or a 12volt power supply.
- the underside of a roof or ceiling can incorporate a single light fitting.
- Figure 1 shows a preferred embodiment of the invention in the fully erected position.
- Figure 2 to Figure 5 show the building of Figure 1 being erected from the demounted position to the fully erected position of Figure 1.
- FIG. 1 there is shown a preferred demountable or collapsible building according to the invention. To aid in clarity of description and to facilitate a fully enabling disclosure, the numbering of components in each drawing or illustration has been kept consistent throughout the following passages.
- the collapsible or demounted building (10) is shown comprising a roof panel (12) preferably of light gauge aluminium or steel sheet metal having a sandwich type construction with core insulation material located between a pair of sheets.
- the floor panel (14) is similarly of light weight gauge metal and is supported by a plurality of spaced floor joists (16, 18, 20).
- the walls (22, 24) of the building comprise a pair of side panels (22a, 22b, 24a, 24b).
- the top side panel (22a, 24a) is permanently hinged to the roof (12) and the bottom side panel (22b, 24b) is permanently hinged to the floor (14).
- the side panels are of equal dimensions or size and are also hinged together (22c, 22d).
- the scissor action braces (26, 28) which raise the roof from the floor.
- the scissor action braces are operated by a screw-jack mechanism (30, 32) which opens or closes the scissors when deploying or collapsing the scissored members.
- the demountable building also has end walls (34) which in a prefenred embodiment are permanently hinged to the floor panel.
- the end walls and the side walls incorporate door (36) and window apertures respectively (38, 40, 42).
- the scissor braces are operated a mechanism wherein one leg (26a) of a scissor brace is pivotal about a point (20a) in a floor joist (20) and wherein a corresponding end of the other scissor leg (26b) is attached to carriage (44) (not shown) movable in a track (46).
- FIG. 2 there is shown the demountable building in the fully collapsed position wherein the scissor braces (26, 28) are shown in the completely folded or non- deployed position and the roof (12) and floor panels (14) overlie the side panels of the walls (22, 24) which are hinged inwardly and are thereby sandwiched by the roof and floor panel.
- FIG. 3 shows the deployment of the scissor braces (26, 28) which raise the roof panel
- FIG 4 shows further deployment of the scissor braces lifting the roof panel upwards away from the floor panel wherein the side panels start to fold further outwards. Also shown are one of the end wall panels (48) which are permanently hinged to the floor panel (14).
- Figure 5 shows the scissor braces (26, 28) in their fully extended and operational position wherein the side panels (22a, 22b, 24a, 24b) are now vertically aligned and form the walls of the demountable building.
- the end walls (48) of which only one is shown can now be raised to attach to the roof (12) thereby completing the erection of the building as is shown in Figure 1.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Tents Or Canopies (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2008355063A AU2008355063A1 (en) | 2008-04-15 | 2008-05-22 | Collapsible / demountable building |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2008901813 | 2008-04-15 | ||
AU2008901813A AU2008901813A0 (en) | 2008-04-15 | "Ali-Hut" portable/collapsable home |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2009126985A1 true WO2009126985A1 (en) | 2009-10-22 |
Family
ID=41198678
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/AU2008/000718 WO2009126985A1 (en) | 2008-04-15 | 2008-05-22 | Collapsible / demountable building |
Country Status (2)
Country | Link |
---|---|
AU (2) | AU2008101275A4 (en) |
WO (1) | WO2009126985A1 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8739475B2 (en) | 2010-08-06 | 2014-06-03 | Blu Homes, Inc. | Foldable building units |
US8943759B2 (en) | 2011-01-26 | 2015-02-03 | Blu Homes, Inc. | Dual-side unfoldable building modules |
GB2526448B (en) * | 2012-12-19 | 2020-02-12 | Mipco S A R L | Method of adding a data centre building module to a data centre building |
CN111663651A (en) * | 2020-06-12 | 2020-09-15 | 温州安荷桥科技有限公司 | Support type container formula room |
US11377844B2 (en) | 2018-09-05 | 2022-07-05 | Matt James Clifton | Collapsible dwelling |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102017009557A1 (en) * | 2017-06-27 | 2018-12-27 | Aylin Shakibi | Electrically foldable house / house / garden house / greenhouse / motorhome, as well as collapsible container / housing container |
DE102021125223A1 (en) | 2021-09-29 | 2023-03-30 | Ewald Wittenauer | Mini house and method for its development |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB676997A (en) * | 1950-01-16 | 1952-08-06 | Rene Lucas | Portable shelter |
US4637180A (en) * | 1982-08-19 | 1987-01-20 | Zeigler Theodore Richard | Clip for self-locking collapsible/expandable structures |
FR2604463A1 (en) * | 1986-09-25 | 1988-04-01 | Lando Georges | Dwelling of the folding type |
AU590895B2 (en) * | 1985-09-03 | 1989-11-23 | Donald Stewart Napier | Improvements in collapsible structures |
WO1990005222A1 (en) * | 1988-11-09 | 1990-05-17 | Nisar Sayed | A collapsible accommodation unit |
WO2007144564A2 (en) * | 2006-06-13 | 2007-12-21 | Rapid Deployment Systems Uk Limited | Portable buildings |
-
2008
- 2008-05-22 WO PCT/AU2008/000718 patent/WO2009126985A1/en active Application Filing
- 2008-05-22 AU AU2008101275A patent/AU2008101275A4/en not_active Ceased
- 2008-05-22 AU AU2008355063A patent/AU2008355063A1/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB676997A (en) * | 1950-01-16 | 1952-08-06 | Rene Lucas | Portable shelter |
US4637180A (en) * | 1982-08-19 | 1987-01-20 | Zeigler Theodore Richard | Clip for self-locking collapsible/expandable structures |
AU590895B2 (en) * | 1985-09-03 | 1989-11-23 | Donald Stewart Napier | Improvements in collapsible structures |
FR2604463A1 (en) * | 1986-09-25 | 1988-04-01 | Lando Georges | Dwelling of the folding type |
WO1990005222A1 (en) * | 1988-11-09 | 1990-05-17 | Nisar Sayed | A collapsible accommodation unit |
WO2007144564A2 (en) * | 2006-06-13 | 2007-12-21 | Rapid Deployment Systems Uk Limited | Portable buildings |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8739475B2 (en) | 2010-08-06 | 2014-06-03 | Blu Homes, Inc. | Foldable building units |
US8943759B2 (en) | 2011-01-26 | 2015-02-03 | Blu Homes, Inc. | Dual-side unfoldable building modules |
GB2526448B (en) * | 2012-12-19 | 2020-02-12 | Mipco S A R L | Method of adding a data centre building module to a data centre building |
US11377844B2 (en) | 2018-09-05 | 2022-07-05 | Matt James Clifton | Collapsible dwelling |
CN111663651A (en) * | 2020-06-12 | 2020-09-15 | 温州安荷桥科技有限公司 | Support type container formula room |
Also Published As
Publication number | Publication date |
---|---|
AU2008355063A1 (en) | 2009-10-22 |
AU2008101275A4 (en) | 2011-02-03 |
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