WO1990015208A1 - Structure gonflable - Google Patents

Structure gonflable Download PDF

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Publication number
WO1990015208A1
WO1990015208A1 PCT/GB1990/000836 GB9000836W WO9015208A1 WO 1990015208 A1 WO1990015208 A1 WO 1990015208A1 GB 9000836 W GB9000836 W GB 9000836W WO 9015208 A1 WO9015208 A1 WO 9015208A1
Authority
WO
WIPO (PCT)
Prior art keywords
building
tube
inflatable
tubes
arches
Prior art date
Application number
PCT/GB1990/000836
Other languages
English (en)
Inventor
Keith Stewart
Original Assignee
Stewkie Limited
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 GB898912608A external-priority patent/GB8912608D0/en
Application filed by Stewkie Limited filed Critical Stewkie Limited
Publication of WO1990015208A1 publication Critical patent/WO1990015208A1/fr

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Classifications

    • 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
    • E04H15/00—Tents or canopies, in general
    • E04H15/20—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C53/00—Shaping by bending, folding, twisting, straightening or flattening; Apparatus therefor
    • B29C53/02—Bending or folding
    • B29C53/08—Bending or folding of tubes or other profiled members
    • B29C53/083—Bending or folding of tubes or other profiled members bending longitudinally, i.e. modifying the curvature of the tube axis
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C61/00—Shaping by liberation of internal stresses; Making preforms having internal stresses; Apparatus therefor
    • B29C61/06—Making preforms having internal stresses, e.g. plastic memory
    • B29C61/0608—Making preforms having internal stresses, e.g. plastic memory characterised by the configuration or structure of the preforms
    • B29C61/0658—Making preforms having internal stresses, e.g. plastic memory characterised by the configuration or structure of the preforms consisting of fibrous plastics material, e.g. woven
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C70/00—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts
    • B29C70/04—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts comprising reinforcements only, e.g. self-reinforcing plastics
    • B29C70/28—Shaping operations therefor
    • B29C70/40—Shaping or impregnating by compression not applied
    • B29C70/42—Shaping or impregnating by compression not applied for producing articles of definite length, i.e. discrete articles
    • B29C70/44—Shaping or impregnating by compression not applied for producing articles of definite length, i.e. discrete articles using isostatic pressure, e.g. pressure difference-moulding, vacuum bag-moulding, autoclave-moulding or expanding rubber-moulding
    • B29C70/446—Moulding structures having an axis of symmetry or at least one channel, e.g. tubular structures, frames
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C43/00—Compression moulding, i.e. applying external pressure to flow the moulding material; Apparatus therefor
    • B29C43/02—Compression moulding, i.e. applying external pressure to flow the moulding material; Apparatus therefor of articles of definite length, i.e. discrete articles
    • B29C43/10—Isostatic pressing, i.e. using non-rigid pressure-exerting members against rigid parts or dies
    • B29C43/12—Isostatic pressing, i.e. using non-rigid pressure-exerting members against rigid parts or dies using bags surrounding the moulding material or using membranes contacting the moulding material
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29L—INDEXING SCHEME ASSOCIATED WITH SUBCLASS B29C, RELATING TO PARTICULAR ARTICLES
    • B29L2023/00—Tubular articles
    • B29L2023/005—Hoses, i.e. flexible
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29L—INDEXING SCHEME ASSOCIATED WITH SUBCLASS B29C, RELATING TO PARTICULAR ARTICLES
    • B29L2023/00—Tubular articles
    • B29L2023/22—Tubes or pipes, i.e. rigid
    • 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
    • E04H15/00—Tents or canopies, in general
    • E04H15/20—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure
    • E04H2015/201—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure with inflatable tubular framework, with or without tent cover

Definitions

  • This invention relates to an inflatable building which can be a tent, marquee or combarable structure.
  • the building can be permanently or temporarily inflatable.
  • PCT/CB 86/00757 and PCT/CB 88/01016 there are described inflatable tubes and methods for making them . Further comparable methods are described in my co-pending Applications Nos. and filed simultaneously herewith . It is an object of the present invention to provide an improved inflatable building .
  • the invention provides an inflatable building including a plurality of arches each constituted by an inflatable tube structure and purlins interconnecting said arches .
  • Each arch can be a single inflatable tube with bends , or can be a plurality of individual straight tubes joined together .
  • the joints can be affected by end caps being provided with hinges which connect to the next tube.
  • the arches are each made from a continuous tube , each tube having been made from an inner envelope of air impermeable expansible material disposed within an outer sheath of reinforcement material , the two having been urged into contact and adhesive used to secure the two together in accordance with the afore described method.
  • Each joint is preferably made by manufacturing a straight tube of reinforcement material (which may be woven , knitted or otherwise formed) . To form a joint, the tube is treated at a desired joint position so that walling of the tube on one side becomes shorter than the walling on the other side and, thereafter, the inflatable envelope is disposed within the tube and inflated to contact and become adhered to the outer tube of reinforcement .
  • walling on one side can be shrunk and/or walling on the other desired side can be expanded .
  • expansion of the reinforcement shell on the outer side can cause weakening of the reinforcement and is therefore not preferred .
  • the reinforcement of the inner side be shrunk so as to reduce in length . This can be effective in various ways depending upon the material chosen .
  • Some fabric reinforcement shells can be shrunk by the applications of radiation or solvents .
  • Some can be shrunk by the application of heat. U se of a heat shrinkable reinforcement shell is much preferred as it is a simple and easily consoled process .
  • a rigid or inflatable elbow shaped piece can be disposed within the straight reinforcement cylindrical shell before treatment of the joint occurs so that as the cylindrical shell is formed through the desired joint shape it takes up the size of the elbow.
  • An inflatable elbow is desirable as it can then be deflated before removal for the use .
  • the step of creating a joint can be effected prior to the additional end caps by any of the methods disclosed in my aforesaid applications or my aforesaid co-pending applications .
  • Purlins can be attached by having joints comparable to the joints described in relation to the arch which has individual tubes .
  • the invention further provides a building including a plurality of arches and a plurality of purlins , the arches being in the form of an inflated tube having one or more angles , at least one purlin bridging two or more arches and being connected to corresponding angles on the arches .
  • the purlins are connected by strapping to the tubes .
  • the strapping is such as to resist un-bending of the angle under the inflation pressure within the tube.
  • the purlin diameter should be equalled to or greater than the tube diameter in order that the uniting forces between them tend either to bend or to collapse slightly the tube rather than the purlin . It is important that the tube does not exert any bending or crushing force on the purlin .
  • Preferred embodiments of the invention may incorporate one or more of the following features.
  • the inflatable tubes can be vertical or at an angle.
  • the inflatable tubes can be horizontal . 4 . They can be of different of similar diameter .
  • the cap can have incorporated a quick release connection .
  • the quick-release connection can be a plug in which case gas can travel freely in and out of the tube.
  • the quick-release connection can be a socket in -H- which case gas is prevented from entering or exiting the tube by a non return valve which can only be de activated by the insertion of the plug section of the quick-release connection.
  • the other end of the quick-release connection (plug or socket) can be connected to a central node.
  • the central node can have a plurality of interconnected tubes which allows other connectors, instruments and valves to be screwed into or otherwise fixed to the node.
  • the central nodes providing a central connection between vertical and horizontal tubes can also be connected to a footwell or other means of pinning the inflated tent to a base or the ground.
  • An outer membrane composed of canvas, cloth , polyester or some other synthetic material can be affixed to the inflated tubes by means of touch-and-close fasteners such as those sold under the Trade Marks Velchro and Cric-Crac to form a light impervious skin .
  • horiculturual polyethylene sheeting known commercially as 'POLYTHERM" AF or some similar product able to transmit the maximum amount of non harmful sunlight during the day whilst retaining the re-radiated heat normally lost at night could be used to clad the inflated building to act as a greenhouse.
  • the cladding and roof covering can be affixed by a touch-and-close fastener on both sides of the inflatable tubes to form more efficient thermal insulation .
  • the cladding attachment to the inflatable tubes is tensioned by means of inflation making is almost impossible to remove until that tube or tubes is/are deflated when they are relatively easy to detach.
  • the various tubes can be constructed in accordance with the general method described in PCT Application No. PCT/GB88/01016 and British Patent Application No. 8903480. 19. Each tube can be removed from the tent or building without allowing gas to escape from the rest of the tubes by ensuring that the socket end of the quick-release mechanism with the non return valve is in the node rather than the tube.
  • socket end of the quick-release mechanism is affixed in each tube rather than the node all other tubes connected to that node must be detached but by this method it is possible to pressurise one or some of the tubes of the tent or building to a higher pressure than that required by the tent or building when it is deployed at a base camp in order to transport it/them with the rest of the tent or building in site in order to use those higher pressure tube( s) to inflate the rest of the building .
  • each tube is held in position and made gas proof by means of plastic or metal closure(s) and sealant.
  • Deflation takes place from (a) sliding valve(s) situated in the apex central node. 25. Monitoring of the pressure can take place from one or more pressure gauges situated in central node(s) .
  • Re-pressurisation can take place should a leak develop by means of a pressure switch connected to a pump .
  • the pump can be the main pump or can be a secondary pump. 28.
  • the pump can be operated by Direct Current.
  • the pump can be operated by Alternating Current.
  • the method of inflation can be by compressed air from a compressed air cylinder or directly from the compressor.
  • some tubes can be inflated to a higher pressure at base, transported with the rest of the tent and inserted into the system of tubes whereupon the excess pressure is used to inflate all the other tubes to the correct pressure.
  • a further alternative method of containing the gas in each tube is by means of a non-return valve in both the socket and plug en of the quick-release connectors .
  • the diameter and length of inflatable tube determine the span of building . 35.
  • the central node can accomodate different diameters of inflated tubes by means of a common quick-release connector . 36. Any length of tube can be substituted for another to increase or decrease the span .
  • Any diameter of inflated tube can be substituted for another to increase or decrease the span .
  • Different shapes of modules can be arranged singly by increasing or decreasing the length and/or diameter of inflated tubes relative to each other .
  • Said decrease or increase of length could be by way of example although not limited to, a method of leaning the outside arches 0 inwards of outwards to change the shape of the building .
  • Said decrease or increase of length and/or diameter can be used to change the span and/or length of each module relative to each other in order to change the shape and/or dimensions of the building .
  • Each module can have attached to it by way of the central node an extension which when inflated becomes (a) bed(s ) , chair(s) , table(s) and washstand frame(s) or clothes rail (s) . 42.
  • Each item of furniture can be added to or taken from the module before or after it has been deployed .
  • Each item can be deflated and packaged with or separately to the module .
  • Each module can have a number of different items of furniture at one time each inter connected or separate to one another .
  • the items are not limited to the above examples and could by 25 way of example include bunk beds or double beds as well as single beds or as another example could form a dividing wall between 2 sections of the module or between 2 modules.
  • Said dividing wall(s) could be clad on both sides of the tube(s) to ensure greater privacy between sections of modules.
  • Fig . 1 is a perspective view of a complete 3 bay tent or modular building showing the outline of inflatable tubes
  • Fig . 2 Is a perspective view of that tent or building with front cover removed;
  • Fig . 3 is a perspective of the inflatable framework for that tent or building or a greenhouse;
  • Fig. 4 is the end view of a single inflatable arch ;
  • Fig . 5 is the side view of a 3 bay module
  • Fig . 6 is section B B of that 3 bay module, i.e. a central inflated arch ;
  • Fig . 7 is section A A through the centre of the arches of the 3 bay module looking outwards ;
  • Fig . 8 is detailed drawings of a side view of the central sections of an inflated arch ;
  • Fi - 9 is detailed drawings of a side view of the outside sections of an inflated arch ;
  • Fig . 10 is detailed drawings of A A of the central sections of an inflated arch
  • Fig . 11 is detailed drawings of A A of the outside sections of an inflated arch
  • Fig . 12 shows the method of increasing the length of a building by adding another module
  • Fig . 13 shows details of the method of fixing cladding to the modules ;
  • Fig . 14 shows a method of altering the shape of a module by reducing the length of the two top horizontal inflatable tubes on the end modules;
  • Fig. 15 is an example of the method of incorporating furniture into a tent or building with inflatable tube connectors ;
  • Fig . 16 is an elevation of a preferred arch of a further preferred building of the invention.
  • Fig . 17 is a plan view of a tubular frame structure of the building.
  • Fig. 18 is a side view of the same structure;
  • Fig . 19 is an end view of an arch/purlin junction ;
  • Fig . 20 is a side view of such a junction ;
  • Fig . 21 is a plan view of such a junction ;
  • Fig 22 is a plan view of an apex /arch junction of the frame of the building
  • Fig . 23 is a side view of the apex junction ;
  • Fig . 24 is an end view of the apex junction ;
  • Fig . 25 is an enlarged cross sectional view showing the junction of Figure 24 ;
  • Fig. 26 is a view comparable to that of 23 but showing the junction on an enlarged scale; Fig . 27 shows further detail ;
  • Fig . 28 shows an arched tube at a joint in cross section ;
  • Fig. 29 shows an reinforcement sleeve used in constructing an arch;
  • Fig. 30 shows the sleeve after a first step has been performed
  • Fig. 31 shows second and third steps of the process
  • Fig. 32 shows fourth and fifth steps of the process
  • Fig. 33 illustrates in rather more detail the junction between an arched tube and purlin tube of the building of the invention.
  • FIG. 1 an outer cover or cladding (1) which can by way of example be canvas, PVC, a clear material such as Visqueen or Polyurethane AF such as is used in greenhouses or a combination of these and/or more substantial cladding such as aluminium sheets which are comparatively vandalproof.
  • the cladding (1) has attached to it a front flap (2) which has within it a removable entrance split into two halves (3) & (4). Within one half of the entrance is shown a window cover (5) and an opening through which can be seen 2 of the lower inflatable arches (10) S (11) that are part of the inflatable framework.
  • the cladding (1) can be joined to the inflatable framework and the entrance by means of a touch-and-close fastener such as Velchro as shown at (7) & (8) and the entrance can also be closed by the same means as shown at (6).
  • a touch-and-close fastener such as Velchro as shown at (7) & (8)
  • the entrance can also be closed by the same means as shown at (6).
  • a dotted outline of the 2 other inflatable arches are as shown as (9) & (12).
  • FIG. 2 a more detached perspective view is shown of the building, tent or greenhouse whereby the inflatable arches (9) (10)
  • Fig. 3 shows the complete inflatable 3 way structure without cladding whereby the 4 arches (9) (10) (11) & 12 are joined to the horizontal tubes (14) (15) (16) (17) and (18) by means of connection systems on the outside (25) (26) (27) (28) & (29) and by central connection systems (30) (31) (32) (33) & (34),
  • connection node (22) The four arches illustrated (9) (10) (11) & (12) each consist of 4 inflatable tubes (20) (21) (23) & (24) and all connection systems (25) (26) (27) (28) (29) (30) (31) (32) (33) & (34) have a similar connection node (22)
  • Fig. 4 a single outside arch (9) is shown in greater detail whereby inflatable tubes (20) (21) (23) & (24) all have end caps (38) which are fixed in position by means of jubilee clips or some other retaining system (41) and are sealed by means of an adhesive (not shown) between the inner gas barrier (not shown) and the end cap (38).
  • Each end cap (38) whether for horizontal or vertical tubes has a quick-release connector plug (46) as shown in Fig. 12 which is plugged into its corresponding quick-release connector socket (37) as shown in Figs (4) (5) (9) (11) & (12).
  • the quick-release socket (37) is preferably attached to the central node (22) in order that the non-return valve (45) as shown in Fig. 11 can prevent any gas escaping when an inflated vertical tube (20) (21) (23) (24) or horizonrtal tube (14) (15) (16) (17) or (18) has to be detached.
  • a further non-return valve (45) could be inserted in the quick-release connector plug (46) as well or in place of the quick-release socket (37) to ensure that the tubes(s) did not leak gas when removed.
  • the socket (37) and plug (46) form the quick-release connector (39) and the central node (22) has a common gas channel connecting quick-release connectors (39) and other attachments such as an inflation valve (36) pressure gauge (42) gas exhaust valve (43) or extension tubes (54) (55) as shown in Fig. 15 depending upon the position of the node (22) in the arch (9) (10) (11) or (12).
  • a blanking plug (44) is used to seal it off at that point.
  • FIG. 4 a Section A A is drawn to enable a view to be taken looking towards the right in Figs. 7 10 11 & 12 through the centre of the structure.
  • Fig. 5 a section B B is drawn to show in Fig. 6 how the structure would appear again looking to the right.
  • Fig. 4 is primarily showing a more detailed view of connector (25) (28) & (29) whereas Fig. 6 shown connectors (31) (33) and (34) from an end view.
  • Fig. 8 shows connectors (30) (32) & (34) whereas Fig. 9 shows (25) (27) & (29) both from a side view and finally Fig. 10 shows connectors (30) (32) & (34) whereas Fig. 11 shows connectors (25)
  • Fig. 7 shows the section A A through 4 arches (9) (10) (11) and (12).
  • Stand (19) is shown in all the detailed drawings with a stand node (35 ) connecting it to the central node (22) .
  • Fig. 10 shows a cut away section of connectors (34 ) with the quick-release connectors ( 50) end caps (38 ) exhaust valve (43) and jubilee clip (41 ) .
  • Fig . 11 also shows the non-return valve (45) quick-release connector socket (48) whilst quick-release connector plug (47) is also shown more clearly in connector (29) .
  • Fig 12 shows the method whereby the 3rd arch (9) is connected to the second arch (10) by means of the quick-release plug (46) in the end cap (38) of horizontal tubes (14) (15) & (16) being pushed into socket (37) .
  • Fig . 13 is shown as one example of how a touch-and-close fastener such as velchro or Cric-crac would be attached to the inflatable tubes where (7) is the fastener on the vertical tubes (20 )
  • Fig . 14 demonstrates how by shortening tubes (15) & (16) to become (15a) and (16a) the side view changes shape .
  • I t also has other differences in that the angle of ( 15a) and
  • (16a) differ from (15) & (16) although (14) remains constant in length and angle .
  • the connectors (25a) (27a) (29a) (32a) & (34a) all have to have their node connectors (22a) drilled and tapped at a different angle on one side to accommodate the quick-release connector (37a) in order for it to be at the correct angle.
  • Tubes (20) & (21 ) remain the same length or alternatively in arch (9a) & (12a) could be lengthened so that tubes (15a) and ( 16a) would remain horizontal rather than slope downwards.
  • Fig . 15 shows a 3 module tent or building from the front end without any cladding in which a bed (52) and chair (53) are connected to arch (10) and (12) through a connection tube (54) and (55 ) respectively.
  • the bed (52) and chair (53) are constructed in exactly the same manner as the building itself in that they have a stand (19a) and quick-release connectors (39) with inflatable tubes (56) which can be inflated and deflated together with or separate to the main building .
  • Fig . 12 shows a 3rd module consisting of tubes ( 20) & (21 ) with horizontal tubes (14) (15 ) & ( 16 ) being added to arch (10)
  • the number of arches or modules is not limited , nor is the length of each individual tube and the high usable pressures that are possible because of the method of construction of the individual tubes allow much greater lengths of tubes than is possible by normal inflatable tube systems which are only capable of sustaining a pressure of 2-5 PS I compared to these tubes which are capable of being inflated to greater than 200 psi .
  • the node ( 22) can be manufactured from • aluminium or alternatively a plastic injection moulding could be produced .
  • Each attachment whether a quick-release socket (37) or stand connector (35 ) can be screwed into the node (22) with a common threaded size or with an adapted (not shown ) if required .
  • the inflation valve (36) can be connected to a pressure switch (not shown ) which monitors any leakage of gas and replaces it by means of a pump (not shown ) once it reaches a critical level .
  • a pressure switch (not shown ) which monitors any leakage of gas and replaces it by means of a pump (not shown ) once it reaches a critical level .
  • the pressure switch would allow it to leak to 55 psi before switching on the pump to bring it back to 75 psi , but the maximum and minimum safe working pressure can be adjusted according to requirements .
  • Velchro (7) Velchro (7)
  • the preferred gas is air many other gases could be used such as C02 or Nitrogen and instead of being filled with a gas the structure could be filled with foam to make a more permanent structure, but if used in this way it would not be deflatable and foldable like the preferred method of filling with air .
  • any angle could be used to increase or decrease the span and eave height.
  • the preferred method of deflating and folding the building , green-house or tent depends on the outside cladding , but if it is a flexible material each module or a number of modules could be rolled up from the bottom of the deflated tubes as depicted in Fig . 7 at (25) (30) after removing stand (19) but together with the canvas or other cladding as shown in Fig . 1 by (1 ) either on its own or with ends (2) & (13) as shown in Fig . 2 respectively at tubes (20) (21 ) and deflated horizontal tubes (14) (15) would be rolled up towards the top and top horizontal tubes (16 ) and connectors (29) (34)
  • the cladding is a rigid material such as aluminium or rigid plastic it could be attached to the inflatable horizontal and vertical tubes by means of velchro or some similar type of touch-and-close fastener (7) (8) and when deflating the module each sheet of aluminium or other rigid material could be detached individually before folding up the deflated frame.
  • the invention is not limited to the precise details of the foregoing , and variations can be made thereto .
  • the examples given of furniture which could be incorporated as part of the tent or building are beds and chair this invention is not limited to those items and by way of example a bookshelf and/or table and/or washstand frame could be incorporated .
  • Another example of a variation is to use a simple air line connector between the furniture (52) & (53) and/or dividing wall (now shown) rather than inflatable tube (54) & (55) .
  • a second preferred embodiment of building of the invention has a frame work made from four arches and three purlins .
  • the building can cover any convenient area , but that disclosed has a length of 6 metres and a span of 6 metres .
  • the three purlins are disposed one at each angle in the arches , namely two at the eaves and one at a ridge. Competent engineers will realise, of course, that a hermispherical or comparable shape would be far stronger and have greater resistance to bending and wind pressure .
  • a hemispherical shape gives reduced usuable area due to the sloping nature of the walls , and gives rise to a structure which has a shape which is psychologically unpleasing .
  • the shape is rather pronounced of such cheap utility buildings such as nissen huts and , secondly, does not resemble a conventional building . Users are psychlogically far happier with a building which has a general rectangular shape reminiscent of conventional housings of conventional construction .
  • Each arch 61 has two wall portions 67 and two roof portions 68 .
  • each arch 61 and purlin 62 , 63 is manufacutred in accordance with the methods given in the above described PCT Applications or in my above co-pending Applications as will be described later the tube consists of an inner inflatable envelope of air permerable material and an outer sleeve of tough reinforcement material , the two being adhered together to form a flexible inflatable tube .
  • This construction will be discussed later in connection with the angled constructions.
  • Figs. 17 and 18 illustrate how the purlins and arches are viewed in side and plan view and are self explanatory .
  • each junction between an arch and an purlin includes a strapping arrangement which unites the two. Figs .
  • FIG. 19 , 20 and 21 illustrate the shape and configuration of the junction 69 between an arch 61 and eave purlin 62. It will be seen that there can be a gasflow connection shown at 70 for inflation/deflation purposes .
  • Figs. 22 to 24 illustrate a junction 71 between the arch 61 , its ridge angle 66 and the ridge purlin 63. Again a gasflow connection 72 can be provided . Strapping arrangements at these junctions will be described in detail later .
  • Each arch 61 is formed with one or more angles and a purlin can be disposed at each angle.
  • Figs. 25 to 28 illustrate an eaves junction 71 between an arched eave angle 65 and a ridge purlin 63.
  • the strapping serves to hold the two components closer together so that they can transmit forces one to the other but significantly without any relative movement which could cause abrasive wear .
  • the strapping also exerts forces on the angle 65 which tends to restrain it against returning towards a straight configuration under its own internal pressure.
  • a distance is spaced from the apex 73 of the angle 65 with encircling bands 74 which are adhered or otherwise secured to the arch 61 and serve as anchorages for straps .
  • the purlin 63 is provided with an encircling band 75 right at the junction .
  • Main tensioning straps 76 are anchored one to each band 74 and has its free end engaged with fastener 77 fixed to the band 75.
  • Secondary straps 78 each of which is again anchored to the band 75 and has its free end attached to a fastener 79 attached one to each band 74.
  • the straps 76 are the major uniting straps, and the tension straps 78 serve to prevent the purlin 63 from rocking relative to a point round about 80 and possibly rubbing against the arch .
  • the tension straps also tends to reduce the possibility of either tube making too much of an impact into the other so as to weaken its profile, as well as contributing to force which tends to hold the arch in its angled configuration .
  • Figs . 29 to 32 illustrate how an angle, such as the angle 65 or 66 can be formed in the tube which constitutes an arch 61 .
  • each of the tubes making up the arches and purlins is constituted by an internal air impermeable inflatable envelope which is disposed within an exterior sleeve of flexible reinforcement material which can be a heavy weight reinforcing fibre or other web of ligaments . Adhesive unites the two to form the tubes on which the arches and purlin are made.
  • Fig . 29 shows a sleeve 81 of woven reinforcement material such as kevlar or heavy duty nylon .
  • the sleeve 81 is first bent to the required angle. This produced undulations or creasings 82.
  • Fig . 31 illustrates a desirable but not essential step in the creation of the angle 65.
  • a former 83 on a support 84 is introduced into the sleeve 81 .
  • the former 83 is shown as an inflatable former and such a former is easiest to handle.
  • a smooth solid or incompressible former can be used provided that it has a suitable anti-friction coating and can be removed from the angle after construction .
  • a loss former can be used but tends to increase the weight and bulkiness of the folded framework and therefore is not considered really suitable .
  • a loss former could be used , for example a foamed plastics material .
  • the material of the sleeve is chosen so that it shrinks to a certain degree upon the application of heat .
  • the degree of shrinking should be relatively small , and that the strength of the material should not be significantly degraded due to the shrinking .
  • the afore-mentioned earlier specification discussed several material which have this property .
  • a strengthening band 86 can be applied to the inside of the angle by means of adhesive or sewing .
  • an internal envelope 87 of gas impermeable material is introduced into the , interior of the reinforcement sleeve 81 .
  • Adhesive applied to the exterior of the envelope and/or in the interior of the sleeve is activated upon inflation of the envelope to cause the two to be securely united. It has been found unneccesary to treat the internal inflatable envelope to cause it to take the shape of the bend.
  • the material is sufficiently flexible to crinkle in the manner illustrated at 88 and accommodate the bend without any significant loss of strength or likelihood to deform or fail .
  • the angle 65 can be surrounded by an external mold or restraint to discourage the sleeve from being straightened by the internal pressure in the envelope.
  • the building of the invention can be provided with sheathing in the form of a horning which overlies the framework , or which is suspended within the framework from fasteners secured to the arches and/or the purlins .
  • sheathing in the form of a horning which overlies the framework , or which is suspended within the framework from fasteners secured to the arches and/or the purlins .
  • the sheath(s) can be provided with appropriate doorways with sliding clasp or other convenient fasteners . It will be appreciated, of course, that lower end of the arches will be secured to feet either directly to the ground or to a specially prepared base as described in relation to the first embodiment.
  • the shape of the arches and the number and the shape of the purlins can be varied as well . It is desirable that the diameter of the purlin is equal to or greater than the diameter of the arch and, if the two are of equal diameter that the pressure within the prlin is at least equal to the pressure in the arch . We have found that if, at a junction such as 71 , it is important that the purlin is not deformed in any way.
  • the arch can be deformed to a certain extent without significant loss of strength and therefore the arrangement between the two should be such that the purlin is at least equal to the strenght of the arch .
  • the purlin should really have a greater pressure than the pressure in the arch .
  • a purlin of 470mm circumference can ideally be used in combination with an arch of a circumference of 395mm .

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Textile Engineering (AREA)
  • Tents Or Canopies (AREA)

Abstract

Une structure gonflable consiste en une ossature comprenant une pluralité de voûtes (61) reliées par des pannes telles que des sablières (62) et des pannes faîtières (63). Chaque voûte (61), dont les extrémités inférieures sont retenues par des fixations au sol ou au plancher (64), peut être pourvue de deux parties paroi (67) et de deux parties toit (68) (bien qu'évidemment un nombre plus petit ou plus grand de telles parties puisse être également prévu). On peut réaliser des jonctions pour égouts (65) ou pour faîtes (66), en fabriquant chaque voûte tubulaire à partir de longueurs de tube séparées que l'on relie à l'aide de raccords. Toutefois, dans une réalisation préférée, chaque voûte (61) est continue et présente un angle réalisé en conformant la matière de ladite voûte (61) lors de sa construction. Ladite voûte (61) est fixée à la panne (62, 63) au niveau de la jonction par l'intermédiaire de moyens de tension tel que des sangles. L'ensemble de l'ossature, comprenant les voûtes (61) et les pannes (62, 63), supporte une membrane à sur l'extérieur ou sur l'intérieur.
PCT/GB1990/000836 1989-06-01 1990-05-30 Structure gonflable WO1990015208A1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
GB898912608A GB8912608D0 (en) 1989-06-01 1989-06-01 Inflatable building
GB8912608.0 1989-06-01
GB9004376.1 1990-02-27
GB909004376A GB9004376D0 (en) 1989-06-01 1990-02-27 Inflatable building

Publications (1)

Publication Number Publication Date
WO1990015208A1 true WO1990015208A1 (fr) 1990-12-13

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/GB1990/000836 WO1990015208A1 (fr) 1989-06-01 1990-05-30 Structure gonflable

Country Status (2)

Country Link
AU (1) AU5728290A (fr)
WO (1) WO1990015208A1 (fr)

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0403981A2 (fr) * 1989-06-20 1990-12-27 W.N.S. Product Design Gmbh Structure porteuse et procédé d'érection
EP0494053A1 (fr) * 1990-12-31 1992-07-08 EUROVINIL INDUSTRIES S.p.A. Construction sous forme d'un hangar ou d'une remise à structure porteuse pneumatique
DE4217708A1 (de) * 1992-06-01 1993-12-02 Christian Schlesinger Kunststoffolienschlauch aus elastischem Polyester
EP0647751A2 (fr) * 1993-07-16 1995-04-12 Albany International Corp. Poudre tressée gonflable et procédé pour sa fabrication
FR2732997A1 (fr) * 1995-04-13 1996-10-18 Tillieux Corinne Structure gonflable pour couverture amovible par exemple pour piscine, tennis, serre
FR2741373A1 (fr) * 1995-11-17 1997-05-23 Bachmann Sa Poutre gonflable destinee notamment a la realisation d'une armature d'un abri
WO2000065177A1 (fr) * 1999-04-22 2000-11-02 Turcot Jean Marc Daniel Tente autodepliable gonflable
US6263617B1 (en) 1998-05-15 2001-07-24 Jean-Marc Daniel Turcot Inflatable self-erecting tent
WO2004063496A1 (fr) * 2003-01-15 2004-07-29 Greenhouse International Llc Structure temporaire
WO2007074132A1 (fr) * 2005-12-22 2007-07-05 Christoph Schreiber Structure a corps creux
EP1918491A2 (fr) * 2006-11-06 2008-05-07 Co.Ar.Ca. S.R.L. Abri pour moyens de transport, en particulier des camping-cars
FR2920697A1 (fr) * 2007-09-07 2009-03-13 Jean Pierre Stenzel Embout d'etancheite d'element gonflable
FR2938857A1 (fr) * 2008-11-26 2010-05-28 Centre Nat Rech Scient Structure gonflable etanche
DE102013111260B3 (de) * 2013-10-11 2014-09-25 Aissa Zouhri Tragstruktur für ein Zelt
US9355581B2 (en) 2011-11-03 2016-05-31 Skyline Displays, Inc. Airframe display systems and methods
WO2019236014A1 (fr) * 2018-06-08 2019-12-12 Zepelin, S.R.O. Poutre gonflable haute pression
NO20181278A1 (en) * 2018-10-02 2020-04-03 Weatherprotect As A tent system for protecting a workplace.
CN116181151A (zh) * 2023-04-21 2023-05-30 河南新飞电器集团有限公司 具有故障监测预警功能的气承装备场馆

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2191374A (en) * 1936-10-26 1940-02-20 Dixon Henry Secretan Collapsible pneumatic structure
US2591829A (en) * 1950-11-01 1952-04-08 Goodrich Co B F Inflatable sectional tent
US3145719A (en) * 1961-06-01 1964-08-25 Jacob N Johnson Convertible shelter
BE661239A (fr) * 1964-03-21 1965-07-16
FR2341017A1 (fr) * 1976-02-11 1977-09-09 Potocki Adam Charpente gonflable et structure gonflable en comportant application
US4197681A (en) * 1978-07-21 1980-04-15 Duane J. Baxter Inflatable frame for tent
WO1981000125A1 (fr) * 1979-07-02 1981-01-22 A Brown Structure repliable et methode de montage
EP0036051A1 (fr) * 1980-03-14 1981-09-23 Yun Tung Hsu Tente à structure gonflable
WO1987003534A1 (fr) * 1985-12-12 1987-06-18 Keith Stewart Articles renforces et leur procede de fabrication au moyen de moules gonflables
WO1989004757A1 (fr) * 1987-11-20 1989-06-01 Stewkie Systems Limited Procede ameliore de creation de produits gonflables

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2191374A (en) * 1936-10-26 1940-02-20 Dixon Henry Secretan Collapsible pneumatic structure
US2591829A (en) * 1950-11-01 1952-04-08 Goodrich Co B F Inflatable sectional tent
US3145719A (en) * 1961-06-01 1964-08-25 Jacob N Johnson Convertible shelter
BE661239A (fr) * 1964-03-21 1965-07-16
FR2341017A1 (fr) * 1976-02-11 1977-09-09 Potocki Adam Charpente gonflable et structure gonflable en comportant application
US4197681A (en) * 1978-07-21 1980-04-15 Duane J. Baxter Inflatable frame for tent
WO1981000125A1 (fr) * 1979-07-02 1981-01-22 A Brown Structure repliable et methode de montage
EP0036051A1 (fr) * 1980-03-14 1981-09-23 Yun Tung Hsu Tente à structure gonflable
WO1987003534A1 (fr) * 1985-12-12 1987-06-18 Keith Stewart Articles renforces et leur procede de fabrication au moyen de moules gonflables
WO1989004757A1 (fr) * 1987-11-20 1989-06-01 Stewkie Systems Limited Procede ameliore de creation de produits gonflables

Cited By (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0403981A2 (fr) * 1989-06-20 1990-12-27 W.N.S. Product Design Gmbh Structure porteuse et procédé d'érection
EP0403981A3 (fr) * 1989-06-20 1992-09-09 W.N.S. Product Design Gmbh Structure porteuse et procédé d'érection
EP0494053A1 (fr) * 1990-12-31 1992-07-08 EUROVINIL INDUSTRIES S.p.A. Construction sous forme d'un hangar ou d'une remise à structure porteuse pneumatique
DE4217708A1 (de) * 1992-06-01 1993-12-02 Christian Schlesinger Kunststoffolienschlauch aus elastischem Polyester
EP0647751A2 (fr) * 1993-07-16 1995-04-12 Albany International Corp. Poudre tressée gonflable et procédé pour sa fabrication
EP0647751A3 (fr) * 1993-07-16 1995-06-28 Albany Int Corp Poudre tressée gonflable et procédé pour sa fabrication.
FR2732997A1 (fr) * 1995-04-13 1996-10-18 Tillieux Corinne Structure gonflable pour couverture amovible par exemple pour piscine, tennis, serre
FR2741373A1 (fr) * 1995-11-17 1997-05-23 Bachmann Sa Poutre gonflable destinee notamment a la realisation d'une armature d'un abri
US6263617B1 (en) 1998-05-15 2001-07-24 Jean-Marc Daniel Turcot Inflatable self-erecting tent
WO2000065177A1 (fr) * 1999-04-22 2000-11-02 Turcot Jean Marc Daniel Tente autodepliable gonflable
JP2002543309A (ja) * 1999-04-22 2002-12-17 − マーク、ダニエル ターコット、ジャン 膨張可能な自己起立式テント
US7162836B2 (en) * 2003-01-15 2007-01-16 Greenhouse International,Llc Temporary structure
WO2004063496A1 (fr) * 2003-01-15 2004-07-29 Greenhouse International Llc Structure temporaire
CN100439637C (zh) * 2003-01-15 2008-12-03 格林豪塞国际有限公司 临时性结构
WO2007074132A1 (fr) * 2005-12-22 2007-07-05 Christoph Schreiber Structure a corps creux
EP1918491A2 (fr) * 2006-11-06 2008-05-07 Co.Ar.Ca. S.R.L. Abri pour moyens de transport, en particulier des camping-cars
EP1918491A3 (fr) * 2006-11-06 2010-07-21 Co.Ar.Ca. S.R.L. Abri pour moyens de transport, en particulier des camping-cars
WO2009066016A3 (fr) * 2007-09-07 2009-07-16 Jean-Pierre Stenzel Embout d'etancheite d'element gonflable
WO2009066016A2 (fr) * 2007-09-07 2009-05-28 Jean-Pierre Stenzel Embout d'etancheite d'element gonflable
FR2920697A1 (fr) * 2007-09-07 2009-03-13 Jean Pierre Stenzel Embout d'etancheite d'element gonflable
FR2938857A1 (fr) * 2008-11-26 2010-05-28 Centre Nat Rech Scient Structure gonflable etanche
WO2010061079A3 (fr) * 2008-11-26 2010-08-12 Centre National De La Recherche Scientifique (C.N.R.S.) Structure gonflable etanche
US9355581B2 (en) 2011-11-03 2016-05-31 Skyline Displays, Inc. Airframe display systems and methods
DE102013111260B3 (de) * 2013-10-11 2014-09-25 Aissa Zouhri Tragstruktur für ein Zelt
WO2019236014A1 (fr) * 2018-06-08 2019-12-12 Zepelin, S.R.O. Poutre gonflable haute pression
NO20181278A1 (en) * 2018-10-02 2020-04-03 Weatherprotect As A tent system for protecting a workplace.
CN116181151A (zh) * 2023-04-21 2023-05-30 河南新飞电器集团有限公司 具有故障监测预警功能的气承装备场馆

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