AU2007264409B2

AU2007264409B2 - A building

Info

Publication number: AU2007264409B2
Application number: AU2007264409A
Authority: AU
Inventors: Nicholas James McColl; Nadja Joy Mott
Original assignee: Transp Space Pty Ltd
Current assignee: Transportable Space Pty Ltd
Priority date: 2006-06-29
Filing date: 2007-06-28
Publication date: 2013-06-06
Anticipated expiration: 2027-06-28
Also published as: WO2008000035A1; AU2007264409A1

Description

H:i\plw\Interwoven\NRPorbl\DCC\PLW\5892N_I DOC-IK/04/20I3 A BUILDING The present invention relates to a building and more particularly to a building supplied in kit form to be assembled on site. 5 Conventional portable buildings of the type typically used to provide temporary accommodation such as for offices on construction sites, temporary living quarters, and temporary classrooms are supplied as pre-assembled units transported onto site by truck. In order to offload the unit from the truck and place it in the required position on site it is 10 normally necessary to use a crane or other heavy duty lifting equipment. Although individual units are able to be coupled together in modular fashion to increase the size of the accommodation there is only restricted scope for significant variation. Moreover existing units of this type generally tend to be of a cuboid shape and are not aesthetically attractive. 15 According to the present invention, there is provided a demountable building structure comprising an open upright rectangular main frame spanning the width of the building, one or more separate floor frames supported from the main frame, an open upright rectangular end frame extending parallel to the main frame and connected to the main frame via the 20 floor frame, and wall and roof panels extending between the main frame and end frame, wherein the main frame is formed by two rectangular sub-frames each comprising upper and lower beams and outer vertical beams, the two sub-frames being joined back-to-back, and the sub-frames each being configured in two individual halves joined together. 25 Further according to the present invention there is provided a demountable building structure erected on-site from a kit of components including an upright rectangular main frame spanning the width of the building, an upright rectangular end frame extending parallel to the main frame and obtaining its principal structural support from the main frame, one or more separate floor frames extending between the main frame and end 30 frame, and wall and roof panels extending between the main frame and end frame, the connections between the or each floor frame and the main frame and end frame being H:\pwlnterwoven\NRPortblaDCC\PLW\0R208_l.DOC.18/04/2013 -lA bolted connections, wherein the main frame is formed by two rectangular sub-frames each comprising upper and lower beams and outer vertical beams, the two sub-frames being joined back-to-back, and the sub-frames each being configured in two individual halves joined together. 5 In a preferred embodiment of the invention the main frame includes ground-engaging components by which the main frame is supported from the ground, for example legs WO 2008/000035 PCT/AU2007/000900 -2 carried by a lower beam of the main frame, and the adjacent end of the or each floor frame is supported from the ground by the lower beam of the main frame. Preferably the structure of the wall panels is such as to brace the end frame from the main frame. 5 In a particularly preferred form of the invention, the main frame consists of two rectangular sub-frames each consisting of upper and lower beams and outer vertical beams, the two sub-frames being joined back-to-back via brackets which maintain the two sub frames spaced apart. Preferably the space defined between the sub-frames is in the form of a channel facing outwardly of the main frame, for example for housing guttering, one or 10 more downpipes from the guttering, and conduits for electricity and/or water to be led into the building. The beams from which the sub-frames are constructed are preferably of lightweight channel construction as also are beams for forming the end frame. The end frame extends to a greater height than the main frame so that the roof is able to 15 drain into guttering installed within the channel of main frame. To facilitate transportation and handling during construction, the main frame is assembled on-site from prefabricated components. In one particularly preferred form, the main frame consists of two frame halves, a left hand and right hand frame half which are assembled 20 together on-site. Each frame half itself is preferably formed from several components assembled together on-site. These components include two sub-frame halves each consisting of upper and lower beams and a vertical side beam and brackets for assembling the two sub-frame halves together. The rectangular end frame is likewise formed from two frame halves assembled together on-site. 25 The connections between the brackets and the sub-frame halves to form the main frame half are bolted connections as are the connections between the two main frame halves. Likewise the connections between the end frame halves to form the end frame are bolted connections and the connections between the or each floor frame and the main frame and 30 end frame are bolted connections.

H:\plilaterwoven\NJRPortbl\DCC\PLW\5 89208_].DOC.I)/4/2013 -3 The modularity of the building enables significant variation in building design. Although the main frame can lie at one end of the building with the end frame at the other, a more usual arrangement would be for the main frame to be central within the building with end 5 frames at each end. Further modules can be added by incorporating a second main frame and possibly a further end frame together with associated floor frames. Advantageously each of the components of the building is of such a size and weight that it can be lifted and manoeuvred by two adults and can lay flat on the tray of a flat bed truck 10 or trailer. An embodiment of the invention will now be described by way of example only with reference to the accompanying drawings in which: Figure 1 is a perspective view of the main frame of a building in accordance with a WO 2008/000035 PCT/AU2007/000900 -4 preferred embodiment of the invention; Figure 2 is a front view of the frame of Figure 1; Figure 3 is a side view of the frame of Figure 1; Figure 4 is a plan view of the frame of Figure 1; 5 Figure 5 is a section on line A-A of Figure 2; Figure 6 is section on line B-B of Figure 2; Figure 7 is a front view of a sub-assembly used in the construction of the main frame; Figure 8 is a perspective view showing one form of bracket used in the construction 10 of the main frame; Figure 9 is a perspective view of another form of bracket used in the construction of the main frame; Figure 10 is a front view of yet another form of bracket used in the construction of the main frame; 15 Figure 11 is a side view of the bracket of Figure 10; Figure 12 is a plan view of the bracket of Figure 10; Figure 13 is a perspective view of a floor module within the building; Figures 14A to 14L and 15A to 15L are diagrammatic illustrations showing successive stages in the erection of the building; 20 Figure 16 is an exploded view of wall panel structure; Figure 17 is an exploded view of roof panel structure; and Figure 18 is an exploded view of the overall building structure. The building in accordance with a preferred embodiment of the invention is assembled on 25 site from prefabricated components which can be "flat packed" for ease of transportation and delivery. The larger of the components are so designed that they are able to be lifted, manoeuvred, and erected by only two people without the need for lifting equipment. Moreover, the basic structure is designed for assembly by persons without specialist trade skills and without specialist tools. The building is demountable after erection and is 30 capable of being erected/demounted many times.

WO 2008/000035 PCT/AU2007/000900 -5 The main structural component of the building is an open rectangular frame 2 (see Figures 1 to 6) which, depending on the detailed design of the building, will either be positioned within a central zone of the building or at an end of the building. In each case the frame extends vertically and spans the width of the building. The frame consists of two 5 rectangular sub-frames in spaced back-to-back relation and this can readily be seen in Figure 1. The frame is assembled from left and right halves 2L, 2R substantially identical and joined together on-site at a central vertical plane. Each frame half comprises two sub assemblies 4, 6 assembled in spaced back-to-back relation. The two sub-assemblies 4, 6 are substantially identical and each consists of an outer vertical beam 4a, 6a of channel 10 section and upper 4b, 6b and lower 4c, 6c horizontal beams of channel section extending inwardly from the upper and lower ends of the vertical beam 4a, 6a. Accordingly each sub-assembly 4 or 6 constitutes one half of the rectangular sub-frame mentioned above. The sub-assembly 4 is shown in Figure 7. 15 Each of the sub-assemblies 4, 6 is prefabricated and is of a weight such that it can easily be carried by two people. For this purpose it is particularly preferred that each beam of the sub-assembly is fabricated from a channel section beam formed by cold rolling metal sheet into channel form to form double thickness, hollow, side walls which are resistance welded to complete the structure. Such a product is available from Smorgon Steel Group Limited 20 and is marketed under the trademark "LiteSteel" and provides a product approximately 40% lighter in weight than equivalent hot rolled beams. It is however to be understood that the invention in its broader concepts is not confined to the use of such a beam, and other products which provide the necessary strength while of a weight which permits the required manoeuvrability could also be used. 25 The two sub-assemblies 4, 6 forming each half of the rectangular frame 2 are assembled in back-to-back relation on-site using brackets which extend between the base walls of the beams of the two sub-assemblies so that the base walls are spaced apart, the brackets being secured to the two sub-assemblies by bolts extending through preformed holes in the base 30 walls of the channel section. While it is preferred to assemble together on-site the two sub assemblies 4, 6 using brackets and bolts to form the frame half as just described, it may be WO 2008/000035 PCT/AU2007/000900 -6 feasible to pre-assemble the two sub-assemblies together for transportation to the site as an assembled frame half and in that case the brackets could be secured to the two sub assemblies by welding; when constructed of relatively lightweight steel beam such as that discussed above, the pre-assembled frame half could still be lifted and carried by two 5 people. The brackets used to connect the lower beams of the two sub-assemblies carry downwardly projecting legs designed to engage foot pads on the ground. Figure 8 shows one of the brackets 10 used to connect the sub-assemblies 4, 6 at their upper beams and vertical beams. The bracket 10 is of channel section and preferably is 10 fabricated from the same type of material as that used for the beams themselves, for strength and lightness in weight. The brackets 10 lie between the base walls of the adjacent beams with the side walls of the brackets being bolted to the base walls of the beams. The brackets are orientated such that the channel defined by the structure of the bracket extends in the longitudinal direction of the beams to which they are secured, with 15 the base lying innermost so that the channel faces outwardly. In this way there is formed a channel-like space between the upper and vertical beams of the two connected sub assemblies and which opens to the outside of the structure. This is clearly visible in Figure 1 and Figures 3 to 6. These channel-like spaces have significance in the overall construction of the building as will be described later. 20 Figure 9 shows one of the brackets 12 used for connecting the two sub-assemblies 4, 6 at their lower beams 4c, 6c. These are also of channel form of the same structure as that used for the brackets 10. They are however fastened to the base walls of the two beams 4c, 6c with the channel of the brackets directed at right angles to the axis of the beam as shown in 25 Figures 1 and 3, for example. The bracket 12 is of a length such that it projects upwardly beyond the lower beams to engage with a floor module subsequently to be described. The projecting part of the bracket 12 has a slot 12a in its base wall to receive a flat bar at the end of the floor module. The particular bracket shown in Figure 9 includes a downwardly projecting leg 14 and that bracket is positioned towards the outer end of the two beams 4c, 30 6c. Further brackets of this type within this part of the structure are absent the leg.

WO 2008/000035 PCT/AU2007/000900 -7 Figures 10 to 12 show a bracket 20 used at the inner end of the two lower beams 4c, 6c. This bracket also includes a leg 14. This bracket principally serves to connect the two frame halves 2L, 2R together at the inner end of their lower beams and for this purpose the sides 20a of the bracket are of a length to span the joint between the two frame halves 5 when the two are assembled together as will be described. Preferably the legs 14 incorporated in the bracket 12 and bracket 20 are of telescopic construction with an inner section (not shown) which can be slid vertically within the outer section and locked at a selected extension by a removable pin to permit adjustment in 10 effective leg length to compensate for variations in the level of the site on which the building is to be erected. Figure 13 shows a floor module 24. The width dimension of the floor module corresponds to the width dimension of a frame half whereby two such floor modules will be placed 15 side-by-side to form a floor structure projecting to one side of the main frame. The floor module is in the form of a frame comprising longitudinal beams 26 of channel section preferably of the same type of material as that used for the main frame, so as to achieve strength with lightness in weight. A transverse beam 28 of angle section is provided at the outer end of the module and a transverse bar 30 of flat cross-section -is provided at the 20 inner end of the module. It is this bar which engages into the slots 12a in the brackets 12 of the main frame. Legs (not shown in, Figure 13 but equivalent to the legs 14) are bolted to two of the longitudinal beams 26 towards the outer ends thereof via brackets welded to the legs. 25 It will be noted from Figure 13 that the floor module has a corner portion 24a which is inset. This is the outer corner portion of that module and the inset 24a is needed to enable that corner portion to fit around the adjacent part of the vertical beam of the main frame whereas the remainder of the inner end of the floor module is supported by the adjacent lower beam of the main frame and extends into the central zone of the frame where it inter 30 fits with the slots 12a in the bracket 12. The second floor module is identical to that shown except that the inset corner of that will be its left hand corner.

WO 2008/000035 PCT/AU2007/000900 -8 The assembly of the basic building structure will now be described with reference to Figures 14A to 14L. A first frame half (as shown the right hand half 2R) is assembled while lying flat on the ground by bolting the two sub-assemblies 4, 6 together using the 5 brackets 10, 12, 20 previously described (Figure 14A); it is to be noted in this respect that while the lower beam bracket 20 is common to both frame halves in the completed frame, it is applied initially to the first frame half. When assembled, the first frame half will thereby include two legs 14, one adjacent its outer side and the other adjacent its inner side. The floor modules 13 are supplied in assembled form save for the legs 14 which are 10 bolted onto the longitudinal beams 26 on-site. With the assembled frame half lying flat on the ground, a first floor module 24 is lifted vertically and engaged with the frame half by insertion of the flat end bar 30 of the floor module into the slots 12a of the brackets 12 (Figure 14B). The floor module is secured to the frame half by bolting the inner ends of its longitudinal beams 26 to the adjacent brackets 12 by bolts extending through the base 15 walls of the beams and brackets. With the first floor module thus secured, the frame half can then be tilted upwardly from the ground so that it extends vertically to be supported from the ground on its two legs 14, with the floor module 24 then extending horizontally to be supported on the ground by its two legs 14 (Figure 14C). There is thereby formed at this stage a freestanding stable structure. Assuming, as will usually be the case, that the 20 main frame 2 is to be within the central part of the completed building a second floor module 24 is installed to extend to the other side of the frame half (Figure 14D). The inner end bar 30 of the second floor module is engaged within the slots 12a in the brackets 12 to lie in face-to-face relation with the bar of the first floor module. The second floor module is bolted to the brackets 12 and, if required, the end bars 30 of the two floor modules may 25 also be bolted together. The second half of the building is erected by assembling the second half 2L of the main frame on the ground substantially in the manner described earlier, lifting it and then coupling it to the first frame half 2R by bolting to the bracket 20 which already exists at 30 the inner end of the lower beams of the first frame half and by connector plates bolted across the junction between the upper beams of the two frame halves (Figure 14E); WO 2008/000035 PCT/AU2007/000900 -9 alternatively the first frame half could include at the inner end of its upper beams a junction bracket of generally similar form to the bracket 20 for providing the connection to the other frame half. With the two frame halves 2R, 2L firmly secured together to form the main rectangular frame 2, floor modules 24 for the second half of the building are then 5 applied to the second half of the frame in the same manner as previously described, and are bolted to the brackets 12 (Figures 14F, G). At this stage, and as shown, floor panels 40 are applied to the floor modules 24 (Figure 14H) although alternatively the floor panels could be applied after end frames (now to be 10 described) have been erected. The described structure of the main frame has high strength and rigidity and forms the main structural component of the building. Its strength is such that the erected building is capable of achieving a rating for use in cyclonic conditions. 15 A rectangular end frame 42 is assembled to the outer end of each floor module. Each end frame 42 is in two halves 42L, 42R coupled at a central vertical connection plane, and each is formed from beams of channel section preferably of the type previously described for strength and lightness of weight. However unlike the main frame halves, each end frame 20 half is constructed using only a single set of beams to form upper and lower horizontal beams and an outer vertical beam and is thereby equivalent to a single sub-assembly 4 or 6 of the main frame. That structure is adequate for the end frame which does not require to be of the more complex structure needed for the main frame as, in the completed building, the end frames will be braced from the main frame and will take a significant part of their 25 structural support from that frame. .The end frame 42 is assembled by erecting one frame half, the right frame half 42R as shown in Figure 141, on the flange of the angled end beam 28 of the adjacent floor module 24 so that the frame half is supported by that flange, and the frame half is bolted to the vertical face of the end beam 28. The second frame half 42L is applied in the same way (Figure 14J). The upper beams of the two frame halves 42L, 30 42R are connected by a connection plate which spans the joint between them. It is to be noted that while the end frame 42 is of the same width as the main frame 2, it extends to a WO 2008/000035 PCT/AU2007/000900 -10 greater height so that when roof structure is applied the roof will pitch downwardly towards the main frame. The end frame 42 at the other end of the structure is then assembled in the same way 5 (Figures 14 K, L). With the basic frame structure of the building now erected, side wall, end wall and roof panels are applied to the frame to complete the structure. See Figures 15A to 15L. 10 Firstly, side wall panels 50 are applied between each end frame and the main frame (Figures 15A to 15D). Although various constructions of wall panel are suitable for this purpose, it is important that the wall panel has sufficient strength to brace the end frame from the main frame and also in practice it needs to be of a size and weight such that it can be carried by two people. One preferred construction of wall panel consists of a core of 15 polyurethane foam sandwiched between two metal outer skins. Such a construction provides the strength needed to securely brace the end frame but is also relatively light and the foam core provides good thermal insulation. Each wall panel 50 extends between the face of the adjacent vertical beam of the main frame 2 and the vertical beam of the end frame 42. Although the method used to fasten the wall panel to the frames will depend on 20 the structure of the wall panel, it is preferred to secure the wall panel by bolting or screwing into an end edge of the panel by passage through the base walls of the beams forming these frames so that the fastenings are not visible from the exterior of the building. In the case of a sandwich panel of a construction as just described, each end edge of the panel includes a strong metal section to receive fastening bolts or screws extending 25 through the main and end frames. Although a wall panel of sandwich construction as described above will be of relatively lightweight, nevertheless for ease of packing and transportation to site it is preferred that the panel is fabricated in two or possibly more sections which are assembled on-site to 30 form the complete panel. The exploded view of Figure 16 shows the panel 50 as comprising two panel sections 52a, 52b which are coupled on-site along adjacent inner WO 2008/000035 PCT/AU2007/000900 - 11 vertical edges. One of these edges is provided with a tongue which engages into a groove in the other edge to provide a secure weather tight connection between the two sections. Each panel is prefabricated with capping strips 54 along its upper and lower edges and with a strong metal section 56 along its outer vertical edge to receive fastening bolts or 5 screws extending through the main and end frames to fasten the panel thereto as previously described. The wall panel 50 as assembled on-site by mating the two sections 52a, 52b in side-by-side relation and then applying a connection channel 58 across the upper and lower capping 10 strips 54 of the two sections and screwing the connection channel 58 to the capping strips 54 to ensure that the two panels are firmly connected and are braced. For additional integrity of the structure thus formed, an end part of the connecting channel 58 may project a short distance along the outer vertical edge of each of the connected panel sections. 15 Roof panels 60 are then applied to extend from the upper beam of the end frame 42 to the upper beam of the adjacent section of the main frame 2 (Figures 15E to 15H). Each roof panel is of a construction having sufficient rigidity to enable it to span the required distance without the need to apply a separate underlying supporting frame. The preferred construction of roof panel is of sandwich construction equivalent to that used for the wall 20 panels. To facilitate packing and transportation, the roof panel is supplied in two or more separate sections (as shown three sections 62a, b, c) which are applied individually to the structure as shown in Figures 15E to 15H. Adjacent panel sections mate with a tongue and groove connection as described in relation to the sections of the wall panels. Each panel section is prefabricated with a metal capping channel 64 along its upper and lower edges. 25 This is shown in the exploded view of Figure 17. The roof panel sections are anchored to the upper beam of the end frame 42 by screwing through the upper wall of the beam into the capping channels 64 at that end. The upper beam of the main frame includes upwardly projecting brackets 66 (see Figures 1 and 2) 30 which are installed during the prefabrication of the sub-assemblies 4, 6 by welding to the inside faces of their upper beams. The lower ends of the panel sections rest on the upper WO 2008/000035 PCT/AU2007/000900 - 12 edges of the beams and are secured by screwing through the brackets 66 into the capping channels 64 at that end. These brackets serve to locate the roof panel sections prior to fastening and also facilitate the installation prior to application of the panels of flashing associated with guttering to be subsequently described. 5 To achieve a weather tight seal, a sealing strip is applied between the upper edge of the side wall panel 50 and the adjacent section of the roof panel 60. Although a variety of different sealing systems could be used for this purpose, a simple but effective sealing system is obtained by fitting to the upper edge of the wall panel a sealing strip of a 10 compressible closed cell foam material prior to application of the roof panel. End wall panels 70, 72 are then applied to the end frames 42 of the structure (Figures 151, J). As these end wall panels do not provide structural rigidity for the end frames it is feasible for one of the end frames to provide a large window panel and the other of the end 15 panels to provide a door opening and possibly a further window opening. Due to their size, the end panels may also be formed in two or more sections which are coupled together during installation into the end frame. In the case of the end panel including the door opening, this may be of sandwich construction similar to that of the side wall and roof panels, and with inter-fitting sections. It is to be noted that while the side wall panels may 20 also contain door and window openings, care needs to be taken to ensure that the positioning of such openings does not compromise the strength of the panel in a manner which adversely effects its capability to brace the end frame from the main frame. As mentioned previously, the main frame 2 in its assembled state has an open channel 25 between its two upper and vertical beams. The open channel defined between the upper beams is able to receive a box gutter and that is mounted into the frame prior to application of the roof panels. Flashing is also applied at that time. Gutter and flashing sections are shown in Figure 18 and are designated 80, 82 respectively. The gutter can be configured to provide a fall just to one side of the frame 2, or to both sides of the frame from the 30 central part, to lead into a downpipe which is mounted within the open channel formed between the vertical beams of the main frame. That channel can also conveniently house WO 2008/000035 PCT/AU2007/000900 -13 conduits for leading electricity and water into the interior of the building. After installation of the downpipe and conduits for electricity and water, the channel can be closed by a lightweight capping sections 84 to conceal the downpipe and conduits for aesthetic reasons. Likewise the part of the channel visible from the interior of the building can be 5 closed by a capping section for aesthetic reasons. In a variation, the gutter mounted into the channel may be composed of a translucent plastics material. The capping section applied to the upper side of the main frame at the inside of the building may also be translucent. Accordingly a "light well" can be formed to 10 admit natural light into the central part of the building which may be particularly desirable if the wall panels do not themselves include any window openings. Capping sections 86, 88 can also be applied at the junctions between the wall panels 50 and roof panels 60 and between the wall panels 50 and floor modules 24, for additional 15 weather-proofing and to provide a cleaner aesthetic appearance. Overhanging eave structures 90 (Figures 15K, 15L) may be fastened to the upper beams of the end frames as shown. 20 As previously mentioned all of the components of the building are designed so they can be lifted and carried by two people without the need for lifting equipment. The components are sized so that they can all be packed within a standard container or on the bed of a flat bed truck or trailer. 25 The components are designed to be assembled on-site predominantly by screwed or bolted connections through preformed holes formed in the components during fabrication. Not only does this mean that the building can be erected without special skills and without special tools, it also means that the building is easily demountable so that the disassembled building can be disassembled and packed for shipment to a different site. 30 The modularity of the design enables significant versatility in configuration, for example WO 2008/000035 PCT/AU2007/000900 -14 by providing shorter or longer floor modules or by rigidly connecting floor modules of standard size in end-to-end relation to provide a greater span between the end frame and main frame. It will also be understood that a building of the form particularly described with a central main frame and two end frames could be extended by coupling a further 5 main frame and floor module combination to one or other of the end frames with a further end frame beyond that, if necessary. The embodiment has been described by way of example only and modifications are possible within the scope of the invention. 10 Throughout this specification and claims which follow, unless the context requires otherwise, the word "comprise", and variations such as "comprises" or "comprising", will be understood to imply the inclusion of a stated integer or group of integers or steps but not the exclusion of any other integer or group of integers.

Claims

1. A demountable building structure comprising an open upright rectangular main frame spanning the width of the building, one or more separate floor frames supported 5 from the main frame, an open upright rectangular end frame extending parallel to the main frame and connected to the main frame via the floor frame, and wall and roof panels extending between the main frame and end frame, wherein the main frame is formed by two rectangular sub-frames each comprising upper and lower beams and outer vertical beams, the two sub-frames being joined back-to-back, and the sub-frames each being 10 configured in two individual halves joined together.

2. A demountable building structure erected on-site from a kit of components including an upright rectangular main frame spanning the width of the building, an upright rectangular end frame extending parallel to the main frame and obtaining its principal 15 structural support from the main frame, one or more separate floor frames extending between the main frame and end frame, and wall and roof panels extending between the main frame and end frame, the connections between the or each floor frame and the main frame and end frame being bolted connections, wherein the main frame is formed by two rectangular sub-frames each comprising upper and lower beams and outer vertical beams, 20 the two sub-frames being joined back-to-back, and the sub-frames each being configured in two individual halves joined together.

3. A structure according to claim I or claim 2, wherein the main frame includes ground-engaging components by which the main frame is supported from the ground. 25

4. A structure according to claim 3, wherein the ground-engaging components comprise legs carried by a lower beam of the main frame, and the adjacent end of the or each floor frame is supported from the ground by the lower beam of the main frame. 30

5. A structure according to any one of claims I to 4, wherein the structure of the wall panels is such as to brace the end frame from the main frame. Haplelmemoven\NRPortbl\DCC\PLW\508820_ I.DOC-18/04/2013 - 16

6. A structure according to any one of claims I to 5, wherein the halves consist of a right hand and left hand frame half. 5

7. A structure according to any one of claims I to 6, wherein the two sub-frames are connected by brackets and are maintained spaced apart by the brackets, and the space defined between the sub-frames is in the form of a channel facing outwardly of the main frame, for example for housing guttering, one or more downpipes from the guttering, and conduits for electricity and/or water to be led into the building. 10

8. A structure according to claim 7, wherein the end frame extends to a greater height than the main frame so that the roof is able to drain into guttering installed within the channel of main frame. 15

9. A structure according to any one of claims I to 8, wherein the connections between the two sub-frames are bolted connections, and the connections between the individual frame halves are bolted connections.

10. A structure according to any one of claims 1 to 9, wherein the rectangular end 20 frame is formed from two end frame halves connected together by bolted connections.

11. A method of assembling a building structure according to any one of claims I to 10, wherein the main frame is assembled on-site from the two frame halves and the two frame halves are formed from several components assembled together on-site. 25

12. A method according to claim 11, wherein the rectangular end frame is formed from two separate frame halves assembled together on-site.

13. A method according to any one of claims I1 or 12, wherein the or each floor frame 30 is transported to site substantially in assembled form. H Vlanterwoven\NRPorbl\DCC\PLW\50882f)8_. DOC-IM/0412013 - 17

14. A method according to any one of claims I1 to 13, wherein the floor frame is attached to a first frame half of the main frame while the frame half is lying on the ground, and the sub-assembly formed thereby is pivoted to move the first frame half to an upright configuration and the floor frame to a horizontal configuration to form a free standing 5 structure.

15. A method according to claim 14, wherein the second frame half of the main frame is attached to the first frame half after pivoting of the sub-assembly to move the first frame half to the upright configuration. 10

16. A method according to claim 14 or claim 15, wherein the end frame is connected to the floor frame after the sub-assembly has been pivoted to move the floor frame to the horizontal configuration. 15

17. A method according to claim 16, wherein a second floor frame is mounted to a side of the first floor frame when the latter is in the horizontal configuration after pivoting of the sub-assembly and the end frame is connected to the adjacent ends of the two floor frames. 20

18. A method according to any one of claims 11 to 17, wherein each of the components transported to the site for erection of the building is of such a size and weight that no more than two adults are required to lift and manoeuvre the individual components prior to assembly.