WO2011022815A1

WO2011022815A1 - A long term temporary shelter

Info

Publication number: WO2011022815A1
Application number: PCT/CA2010/001291
Authority: WO
Inventors: Miles Kennedy; Faheem Khan; Rodney Schnarr
Original assignee: Houseall Systems Corporation
Priority date: 2009-08-28
Filing date: 2010-08-25
Publication date: 2011-03-03

Abstract

The present invention provides a long term shelter comprising a framework and multi-panel cladding. The framework comprises a base channel assembly and an upright assembly. The base channel assembly comprises a plurality of base channel members and upright assembly engagement means. The upright assembly has a plurality of longitudinally spaced-apart arches. The multi-panel cladding comprises a plurality of S-channel assemblies, a plurality of panels and a gable tube assembly.

Description

A LONG TERM TEMPORARY SHELTER

FIELD OF THE INVENTION

The present invention pertains to the field of a long term temporary shelter and in particular, easy to assemble, cost-effective long term shelters for various applications, components thereof, and kits comprising components of the long term temporary shelter. BACKGROUND OF THE INVENTION

Various types of temporary shelters are known in the art. Many of the available temporary shelters include a frame structure with a tarp or flexible sheet draped or fitted over to define an inner space. Other designs including tensioned fabric buildings, tents, vinyl sheds, wooden shacks, and corrugated metal huts. Such structures however fail to meet long term requirements for use in commercial, residential, military, and aid relief applications.

This background information is provided for the purpose of making known information believed by the applicant to be of possible relevance to the present invention. No admission is necessarily intended, nor should be construed, that any of the preceding information constitutes prior art against the present invention.

SUMMARY OF THE INVENTION

An object of the present invention is to provide a long term temporary shelter. In accordance with an aspect of the present invention, there is provided a long term shelter comprising a) a framework comprising a base channel assembly and an upright assembly; the base channel assembly comprising a plurality of base channel members and upright assembly engagement means; wherein the base channel members have a cross-sectional profile that includes an upwardly-open channel adapted to receive a lower panel edge; the upright assembly having a plurality of longitudinally spaced-apart arches; and b) a multi-panel cladding comprising a plurality of S-channel assemblies, a plurality of panels and a gable tube assembly; each of the S-channel assembly extending between adjacent arches of the upright assembly and comprising a generally S-profile channel member, wherein an outer portion of each S-profile channel member is upwardly open and adapted to receive a panel edge and an inner portion of each S-profile channel member being downwardly open and adapted to receive a panel edge; the gable tube assembly comprising a gable channel, wherein the gable tube assembly extends down the length of the entire building structure along the spine of each of the arches, and wherein the gable channel is adapted to receive a panel edge from a first roof panel and a second roof panel; wherein the S-channels and the gable channels provide near seamless joints between separate panels in such a way as to maintain water tightness and structural integrity.

In accordance with another aspect of the invention, there is provided a long term shelter comprising a) a framework comprising a base channel assembly and an upright assembly; said base channel assembly comprising a plurality of interconnected base channel members and upright assembly engagement means; wherein said base channel members have a cross- sectional profile that includes an upwardly-open channel adapted to receive the lower edge of wall cladding and optionally comprise a floor engagement means and/or one or more drain holes; said upright assembly having a plurality of longitudinally spaced-apart arches comprising two end wall arch tube assemblies and two or more mid-wall arch tube assemblies; and wherein at least one of said plurality of longitudinally spaced-arches comprises an inner brace and/or one or more support braces; wherein, optionally, at least one of said end wall arch tube assemblies is adapted to accomdate one or more, windows and/or doors; b) a multi-panel cladding comprising a plurality of S-channel assemblies, a plurality of panels; a gable tube assembly; and optionally weather stripping; each of said S-channel assembly extending between adjacent arches of the upright assembly and comprising a generally S-profile channel member, wherein an outer portion of each S-profile channel member is upwardly open and adapted to receive a panel edge and an inner portion of each S- profile channel member being downwardly open and adapted to receive a panel edge; said gable tube assembly comprising a gable channel, wherein said gable tube assembly extends down the length of the entire building structure along the top of each of the arches, and wherein the gable channel is adapted to receive a panel edge from a first roof panel and a second roof panel; wherein the S-channels and the gable channels provide near seamless joints between two separate panels in such a way as to maintain water tightness and structural integrity; wherein each of said plurality of panels comprises a sheet of resiliently flexible material; and optionally, one or more windows, one or more doors and/or one or more vents. In accordance with another aspect of the invention, there is provided a novel combination comprising a) a framework comprising a base channel assembly and an upright assembly; said base channel assembly comprising a plurality of interconnected base channel members and upright assembly engagement means; wherein said base channel members are manufactured from tubing, optionally extruded plastic plastic tubing, that are connected in a rectangular shape with T-shaped joints and corner joints using snap lock clips; wherein said base channel members have a cross-sectional profile that includes an upwardly-open channel adapted to receive the lower edge of wall cladding and optionally comprise a floor engagement means and/or one or more drain holes;

said upright assembly having a plurality of longitudinally spaced-apart arches comprising two end wall arch tube assemblies and two or more mid-wall arch tube assemblies; and wherein at least one of said plurality of longitudinally spaced-arches comprises an inner brace and/or one or more support braces; wherein, optionally, at least one of said end wall arch tube assemblies is adapted to accommodate one or more, windows and/or doors; wherein said upright assembly is optionally adapted to accommodate means to secure panel straps; b) a multi-panel cladding comprising a plurality of S-channel assemblies, a plurality of cloroplast panels optionally comprising a pair of fiberglass rods inserted into the panel; a gable tube assembly; optionally weather stripping, and optionally panel straps;

wherein, optionally, the sides of the coroplast panel are notched to allow the panel strap to be secured to upright assembly; wherein said panel straps are optionally constructed from extruded plastic with a T-slot manufactured allowing the panel strap to be secured using a T-bolt;

each of said S-channel assembly extending between adjacent arches of the upright assembly and comprising a generally S-profile channel member, wherein an outer portion of each S- profile channel member is upwardly open and adapted to receive a panel edge and an inner portion of each S-profile channel member being downwardly open and adapted to receive a panel edge; said gable tube assembly comprising a gable channel, a roof cap and a roof cap middle, wherein said gable tube assembly extends down the length of the entire building structure along the top of each of the arches, and wherein the gable channel is adapted to receive a panel edge from a first roof panel and a second roof panel; wherein the S-channels and the gable channels provide near seamless joints between two separate panels in such a way as to maintain water tightness and structural integrity; and c) optionally, one or more windows, one or more doors and/or one or more vents.

In accordance with another aspect of the invention, there is provided a kit for a long term shelter comprising components of the long term shelter set forth above.

BRIEF DESCRIPTION OF THE FIGURES

Embodiments of the present invention will now be described, by way of example only, by reference to the attached Figures, wherein:

FIG 1 is an exterior three dimensional perspective, front right corner side view of one embodiment of the long term shelter showing the front face with two windows, a door and a right and left vent, the right wall and roof.

FIG 2 is an exterior perspective, back side view of one embodiment of the long term shelter showing two windows and a right and left vent.

FIG 3 is a three dimensional view of one embodiment of the long term shelter from the front right corner with the front face removed to show the arches and framework, two windows and a right and left vent on the back wall.

FIG 4 is a view of the front face of one embodiment of the long term shelter showing two windows, a door and the right and left vent.

FIG 5 is a front face view of the principal arch structure of the embodiment of the long term shelter shown in FIG 1.

FIG 5a shows details of the assembly of the principal arch structure shown in FIG 5.

FIG 5b shows the plastic arch insert joint (connector) used to join the two different arches depicted in the principal arch structure shown in FIG 5.

FIG 5c shows an alternative embodiment of the plastic arch insert joint seen in FIG 5b. FIG 5d shows a detailed cross section of the plastic arch connector in place and joining the two different arches as depicted in the principal arch structure shown in FIG 5.

FIG 6 is a cross section of the end wall base tube of one embodiment of the long term shelter.

FIG 7 is a cross section of the side wall base tube of one embodiment of the long term shelter.

FIG 7a is a cross section of the side wall base tube shown in FIG 7 with panel in place.

FIG 8 shows a T- Joint of one embodiment of the long term shelter from all

angles/perspectives. FIG 8a shows an alternative embodiment of the T-joint seen in Fig 8, with a leg levelling and ground anchor device.

FIG 8b shows a profile of a T Joint of one embodiment of the long term shelter engaged with the Wall Upright of a Principal Arch and Side Wall Panel.

FIG 8c shows a 45 degree external cross section view of a T Joint of one embodiment of the long term shelter engaged with the Side Wall Base Channel, Side Wall Panel and Panel Strap.

FIG 8d shows a 45 degree internal cross section view of a T Joint of one embodiment of the long term shelter engaged with the Side Wall Base Channel, Side Wall Panel and Panel Strap.

FIG 9 shows a Corner Joint of one embodiment of the long term shelter from all

angles/perspectives.

Fig 9a shows an alternative embodiment of the Corner Joint seen in FIG 9, with a leg levelling and ground anchor device.

FIG 9b shows a profile of a Corner Joint of one embodiment of the long term shelter engaged with the Wall Upright of a Principal Arch and Side Wall Panel and Panel Strap as well as the

End Wall Base Channel.

FIG 9c shows a 45 degree internal cross section view of a Corner Joint of one embodiment of the long term shelter engaged with the Side Wall Base Channel, Side Wall Panel and Panel

Strap.

FIG 9d shows a 45 degree external cross section view of a Corner Joint of one embodiment of the long term shelter engaged with the Side Wall Base Channel, Side Wall Panel and Panel Strap.

FIG 10 shows a side, top, bottom and angled view of a S Channel of one embodiment of the long term shelter.

FIG 10a shows a detailed profile view of a S Channel of one embodiment of the long term shelter.

FIG 10b shows an exploded view of a S Channel Assembly of one embodiment of the long term shelter including a S Channel and a S channel support bar.

FIG 10c shows a view of a S Channel Assembly of one embodiment of the long term shelter including a S Channel and a S channel support bar engaged.

FIG 1Od shows a cross section view of a S Channel Assembly of one embodiment of the long term shelter engaged with a Roof Arch, Upright Arch, Arch insert joint, Roof Panel, Wall

Panel and Fasteners and Panel Straps.

FIG 1Oe shows a 45 degree cross section of a S Channel Assembly of one embodiment of the long term shelter engaged with a Roof and Wall Panels. FIG 1Of shows a profile of a S Channel Assembly of one embodiment of the long term shelter engaged with the Roof and Wall Panels.

FIG 1 1 shows a Gable Tube Assembly of one embodiment of the long term shelter including a Gable Channel and a Gable Support Tube.

FIG 1 1 a shows a Gable Channel of one embodiment of the long term shelter from the top, side, end/profile and angled perspectives.

FIG 1 1 b shows an angled perspective of a Gable Tube Assembly of one embodiment of the long term shelter with a Gable Tube and Gable Channel engaged.

FIG 1 Ic shows a profile section of a Gable Tube Assembly of one embodiment of the long term shelter fully engaged with Roof Cap, Panel Straps, Roof Panels and Roof Arches including Fasteners.

FIG 1 Id shows an angled top view profile section of a Gable Tube Assembly of one embodiment of the long term shelter fully engaged with Roof Cap, Panel Straps, Roof Panels,

Roof Arches, Roof Arch Joint, Upright Arch and, including Fasteners.

FIG 1 1 e shows a profile of a Gable Tube Assembly of one embodiment of the long term shelter engaged with the Roof Panels.

FIG 12 shows an angled view of a Roof/Wall Panel Assembly of one embodiment of the long term shelter and also showing the sub components including Roof/Wall Panel, two Rods and two Sealing/Retaining Devices.

FIG 12a shows an angled view of a Roof/Wall Panel Assembly of one embodiment of the long term shelter and also showing the sub components including the Panel, two Rods and two Sealing/Retaining Devices including a cut away view showing the rods and sealing devices installed.

Fig 12b shows an angled view of a Wall Panel Assemble with Window Cutout of one embodiment of the long term shelter and also showing sub components including Wall Panel, two Rods and two Sealing/Retaining Devices.

Fig 12c shows an angled view of a Wall Panel Assembly of one embodiment of the long shelter and also showing the sub components including the Panel, two Rods and two

Sealing/Retaining Devices including a cut away view showing the rods and sealing devices installed.

FIG 13 shows a Window Frame Assembly of one embodiment of the long term shelter from the front, side, top side angle back and top side angle front views. FIG 13a shows an exploded front angle view of a Window Frame Assembly of one embodiment of the long term shelter including Window Frame, Screening, Spline, Latch

Assemblies, Window Opening Clip, and Fasteners.

FIG 13b shows a Window Frame Assembly of one embodiment of the long term shelter installed in the End Wall Panel and the hinged Flap/Cutaway acting as a visor.

FIG 13c shows an exploded view of a Window Frame Assembly and the receiving Cutaway in the End Wall Panel of one embodiment of the long term shelter.

FIG 14 shows the Right Vent of one embodiment of the long term shelter from the front, side, top, angled top front and angled top back views.

FIG 14a shows an exploded angle view of the Right Vent Assembly of one embodiment of the long term shelter including Right Vent Frame, Screening, Spline, Latch Assemblies a

Right Closing Arm and Fasteners.

FIG 14b shows an inside cutaway view of the Right and Left Vent Assemblies of one embodiment of the long term shelter installed on the End Wall above the Door and Windows.

FIG 14c shows an exploded top right angled back view of the Right and Left Vent

Assemblies of one embodiment of the long term shelter fit into the End Wall.

FIG 14d shows an exploded top right angled front view of the Right and Left Vent

Assemblies of one embodiment of the long term shelter fit into the End Wall.

FIG 15 shows an angled view of the Vent Latch Assembly of one embodiment of the long term shelter including isolated and contextual front and back views of the Latches in place on the Right Vent.

Fig 15a shows an angled view of an alternative embodiment of the Vent Latch Assembly including isolated and contextual front and back views of the Latches in place on the Right

Vent.

FIG 15b shows a front view of the Right and Left Vent Assemblies of one embodiment of the long term shelter in place with the Vent Flap/Cutaways closed and latched.

FIG 16 shows a profile view of a Panel Strap of one embodiment of the long term shelter.

FIG 17 shows a T Bolt of one embodiment of the long term shelter from the bottom, right side, left side and angled views from the top and bottom.

FIG 17a shows a cutaway angled view of a T Bolt of one embodiment of the long term shelter engaging with a Panel Strap through an Arch Tube and containing the adjacent Roof/Wall

Panels.

FIG 17b shows a top angled cutaway view a T Bolt engaging with a Panel Strap through an

Arch Tube. FIG 17c shows a profile view a T Bolt engaging with a Panel Strap through an Arch Tube.

FIG 18 shows a top angled view of a Roof Cap Assembly of one embodiment of the long term shelter including Roof Cap, Studs, Wing Nuts and Springs.

FIG 18a shows a bottom angled view of the Roof Cap Assembly of one embodiment of the long term shelter including Roof Cap, welded Nuts, Studs, Wing Nuts and Springs.

FIG 18b shows an exploded, angled bottom view of the Roof Cap Assembly including Roof

Cap with Welded Nuts, Studs, Wing Nuts and Springs.

Fig 18c shows a top angled view of an alternative embodiment of a Roof Cap Assembly including Roof Cap, Studs, and Wing Nuts.

FIG 19 shows the Snap Lock Clip of one embodiment of the long term shelter from the top, side and back view as well as a top angled view.

FIG 19a shows a top cutaway view of the Snap Lock Clip in place in a Corner Connector.

FIG 20 shows a top right angled cutaway view of a Door Latch installed on the Door Frame of one embodiment of the long term shelter.

FIG 20a shows an exploded top right angled view of a Door Latch of one embodiment of the long term shelter including Latch Plates, Latch Slider, Latch Bracket, Standoff Sleeves, Nuts and Bolts.

Fig 20b shows an internal exploded top right angled view of an alternative embodiment of a

Door Latch including Latch Plates, Latch Slider, Latch Bracket, Standoff Sleeves, Nuts and

Bolts.

FIG 20c shows a top right angled view of a Door Assembly of one embodiment of the long term shelter including a Door Frame, Door Panel, Top Plate and Fasteners as well as a top right angled view of the complete Door Assembly.

Fig 2Od shows a top right angled view of an alternative embodiment of a Door Assembly including a Door Frame and Door Panel

FIG 21 is an illustration of one embodiment of a 16x24ft long term shelter described in

Example 1.

FIG 22 is an illustration of the Base Assembly of the long term shelter of FIG 21.

FIG 23 is an illustration of a Modular Base Tube of the Base Assembly of FIG 22.

FIG 24 is an illustration of an End Wall Side Base Tube of the Base Assembly of FIG 22. FIG 25 is an illustration of an End Wall Middle Base Tube of the Base Assembly of FIG 22.

FIG 26 is an illustration of an End Wall Center Base Tube of the Base Assembly of FIG 22.

FIG 27 is an illustration of an End Wall Door Base Tube of the Base Assembly of FIG 22. FIG 28 is an illustration of a T-joint of the modular frame system of the long term shelter of

FIG 21 -22.

FIG 29 is an illustration of a Corner Joint of the modular frame system of the long term shelter of FIG 21 -22.

FIG 30 is an illustration of a Snap Lock Clip of the modular frame system of the long term shelter of FIG 21 -22.

FIG 31 is an illustration of Snap Lock Clip Fitment of the modular frame system of the long term shelter of FIG 21-22.

FIG 32 is an illustration of the Man Door End Wall Assembly of one embodiment of a

16x24ft long term shelter described in Example 1.

FIG 33 is an illustration of the End Wall Upright Arch Tube Assembly of the modular frame system of the long term shelter of FIG 21.

FIG 34 is an illustration of the End Wall Roof Arch Tube Assembly of the long term shelter of FIG 21.

FIG 35 is an illustration of a Truss Arch Tube of the modular frame system of the long term shelter of FIG 21.

FIG 36 is an illustration of a Truss Brace of the modular frame system of the long term shelter assembly of FIG 21 -.

FIG 37 is an illustration of an End Wall Vent Upper SupportBrace of the modular frame system of the long term shelter of FIG 21.

FIG 38 is an illustration of an End Wall Middle Upright Tube Assembly of the long term shelter of FIG 21.

FIG 39 is an illustration of an End Wall Door Upright Tube Assembly, with Hinge described in Example 1.

FIG 40 is an illustration of a Garage Door Upper Frame Assembly described in Example 1. FIG 41 is an illustration of a Endwall Lower Truss Brace described in Example 1.

FIG 42 is an illustration of a Endwall Cross Brace described in Example 1.

FIG 43 is an illustration of a Man Door Upper Frame described in Example 1.

FIG 44 is an illustration of a Side Panel Assembly described in Example 1.

FIG 45 is an illustration of a Middle Panel Assembly, described in Example 1.

FIG 46 is an illustration of a Door Upper Panel described in Example 1.

FIG 47 is an illustration of a Top Panel, Right described in Example 1.

FIG 48 is an illustration of a Window Assembly described in Example 1.

FIG 49 is an illustration of a Vent Assembly, Right described in Example 1. FIG 50 is an illustration of a Vent Panel described in Example 1.

FIG 51 is an illustration of a Door Assembly described in Example 1.

FIG 52 is an illustration of a Closed End Wall described in Example 1.

FIG 53 is an illustration of a Center Panel described in Example 1.

FIG 54 is an illustration of a Garage Door End Wall described in Example 1.

FIG 55 is an illustration of an Upright Garage Door Tube Assembly, Right and Left described in Example 1.

FIG 56 is an illustration of a Modular Frame Arch Tube Assembly described in Example 1.

FIG 57 is an illustration of an Outer Arch Assembly described in Example 1.

FIG 58 is an illustration of an Upright Arch Tube described in Example 1.

FIG 59 is an illustration of a Roof Arch Tube described in Example 1

FIG 60 is an illustration of a U-Bracket described in Example 1.

FIG 60a is an illustration of a Roof Arch Insert Joint described in Example 1.

FIG 61 is an illustration of a Gable Assembly described in Example 1.

FIG 62 is an illustration of a Coroplast Panel described in Example 1.

FIG 63 is an illustration of a S-Channel, with Coroplast Panels described in Example 1.

FIG 64 is an illustration showing Coroplast Panel Notches described in Example 1.

FIG 65 is an illustration showing a L- Joint described in Example 1.

FIG 66 is an end view of the Panel Strap described in Example 1.

DETAILED DESCRIPTION OF THE INVENTION

Definition s

Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs.

As used herein the term "shelter" refers to a structure that provides coverage or protection. The shelter may be used to provide coverage for a person, an animal or a thing.

As used herein the term "Arch tube" refers to an upwardly curved tube member. As used herein the term "Corner Joint" refers to a tube connector that connects three tube members together. It is used to connect the side base tubes and the front or the back arch tube together and can be manufactured from a variety of materials including but not limited to steel, extruded or moulded plastic. As used herein the term "S channel", "S-channel" or "S-profile channel" refers to a member having an "S shape". It can be made of sheet material bent into or configured in an S-shape or can be be made by extrusion or moulding of suitable material. Suitable materials include but not limited to steel, extruded or moulded plastic. As used herein the term "T-joint" refers to a part that connects three members together. It is used to connect two base tubes and the/an arch tube and can be manufactured from a variety of materials including but not limited to steel, extruded or moulded plastic.

As used herein the term "snap lock clip" refers to a self locking device in the shape of the letter V, U or D that expands in between two meeting holes. A non-limiting example of a snap lock clip is a Valco Snap Button.

OVERVIEW The long term temporary shelter is a modular construction and includes a modular framework structure having a plurality of longitudinally spaced-apart arches connected to a base channel assembly. The modular framework structure is sheathed in multi-panel cladding comprising side and roof panels. With reference to FIG 1 to 4, the long term temporary shelter 100 generally includes a front wall and/or a rear wall (not seen). The front wall and/or rear wall may include a man door or garage door and optionally one or more window structures 109. The front wall and/or rear wall may also include a vent structure 155. The long term temporary shelter can be constructed in a variety of sizes depending on needs. In particular, the shelters can be of varying widths, heights and/or lengths can be constructed depending. Optionally, the length of the shelter can be incrementally increased by adding one or more additional sections. In one embodiment, the width of the shelter is 12ft. In another embodiment, the width of the shelter is 16ft.

FRAME STRUCTURE

With reference to FIGs 3 and 5, the framed structure or framework comprises a base channel assembly and an upright assembly formed from a plurality of longitudinally spaced-apart arches. Adjacent arches are typically equally spaced along the length of the structure and may be connected by one or more cross bars. BASb CHANNbL

The base channel assembly allows for the side wall panels to be inserted into the base and held in place and provides connection points of the upright assembly. The base channel assembly is modular in construction and comprises a series of interconnected channel members. Individual channel members may be interconnected by a variety of joint means 147, 148 and 203. Joints may optionally be designed to facilitate assembly and disassembly of the structure and may optionally include slots specifically adapted to accommodate a panel or other panel attachment sites. Exemplary joints are shown in FIG 8 and 9 and include T- shaped joints 148, corner joints 147 and L-shaped joints 203 shown in FIG 65. With reference to FIG 8d and 9c, in one embodiment, the joints are sized and shaped to be inserted into the channel member and are locked in place by snap lock clips 156, spring clips, bolts or other appropriate fasteners as would be known in the art. Base channel members may be constructed of a variety of material including but not limited to metal including but not limited to galvanized steel and powder coated steel, and plastic including but not limited to extruded plastic and molded plastic.

The base channel assembly is constructed from a plurality of base channel members.

Referring to FIG 6 and 7a, generally, individual base channel members have a cross- sectional profile that includes an upwardly open "U" or "C" which is sized to receive the lower edge of a panel. The upwardly open channel may extend the entire length of the base channel member or may extend over one or more parts of the length of the member. The base channel members are optionally be provided with one or more drain holes to allow water to escape. Optionally each base channel member in the base channel assembly is identical or alternatively may be specifically adapted for a specific location, for example, at the door. The base channel members may be of unitary construction or be constructed from two or more components that are joined together.

In one embodiment, the base channel members is formed by welding a "U" or "C" shaped channel to a tube. Alternatively, the base channel members may be extruded plastic and/ormolded plastic

The base channel assembly may further comprise floor engagement means. Optionally, such floor engagement means include a horizontally opening slot sized to accept floor panels or retaining plates. In some embodiments, the base channel assembly further comprises means to or is specifically adapted to engage an anchoring system for fixing the shelter to the ground. In one embodiment, the anchoring system comprises a device used to level the unit 152 and a plate 154 used to secure the unit to the ground. This leg levelling device can be made of steel, plastic, molded or cast with a variety of footprints based on soil condition. The anchoring plate is not limited to any of the following but may be manufactured of plastic, steel or wood.

In one embodiment, the base channel assembly is constructed from five types of base channel members that are used in the base assembly: end wall side base tube 180, end wall middle base tube 181 , end wall center base tube 122, end wall door base tube 150 and side wall base tube 137.

UPRIGHT ASSEMBLY

With reference to FIG 5, the upright assembly includes a plurality of modular frame arch tube assemblies. In one embodiment, the plurality of modular frame arch tube assemblies includes two end wall arch tube assemblies and two or more mid-wall arch tube assemblies. The two end wall arch tube assemblies may be identical or each end wall arch tube assembly may be different. Optionally, the end wall arch tube assemblies can be specifically adapted to accommodate one or more windows and/or doors (including both man and garage doors). In one embodiment, the modular frame arch tube assembly comprises an outer arc assembly to which the multipanel cladding forms to and an inner arc assembly. In addition to supporting the multipanel cladding 101 , the outer arc assembly supports the roof gable 141 , S-channel 143, and other roofing components. The inner arc assembly supports the outer arc assembly. In one embodiment, the outer arch assembly is constructed from a plurality of outer arc assembly components. In embodiments in which the walls of the shelter are bowed, the outer arc assembly comprises two upright arc tubes 1 13 and two top outer arc tubes 1 14 which are assembled symmetrically along a center axis. In embodiments in which the walls of the shelter are straight, the outer arc assembly comprises two substantially straight uprights and two top outer arc tubes which are assembled symmetrically along a center axis. It would be apparent to a worker skilled in the art that to reduce the length of the individual components, the individual components can be constructed from two or more subcomponents, for example, each straight upright can be constructed in two pieces which are then connected. The inner arch assembly comprises an inner brace 1 17 and one or more support braces 1 19. The inner brace 1 17 may be a curved member or a straight member and may be formed from a single component or two or more components.

In one embodiment, the inner brace 1 17 is an upwardly curved member, optionally divided into two or more shorter components, that has a curvature which has a radius of curvature (but not necessarily concentric) that is less than the curvature of the upper arch portion to provide a web opening between such components.

The one or more support braces 1 19 connect the arc of the outer arch to the inner brace. The one or more support braces 1 19 can be of a variety of designs as would be apparent to a worker skilled in the art including "U" or "V" braces, two or more curved members or straight members. Both the inner brace 1 17 and the "U" or "V" brace can be a single element or constructed from two or more components that are joined. Optionally, the inner arch assemble includes additional arch supports if increased snow and/or wind loads is anticipated.

The frame components may be constructed of a variety of different materials including but not limited to galvanized steel, extruded plastic, moulded plastic, powder coated steel, etc. The ends of individual frame components may specifically be adapted to facilitate joining of the individual components.

In one embodiment, the longitudinal component members of the frame may be made from tubing or rod which may optionally have flattened ends that may be either centrally aligned or offset with holes in the flattened ends to receive fasteners to effect connections between frame members. The tubing or rods may have a variety of cross sections including but not limited to square, rectangular, circular, and oval.

MULTI-PANEL CLADDING

The structure includes a multi-panel cladding shell comprising a plurality of panels, a plurality of S-channels 143 and a roof gable assembly and optionally weather stripping. With reference to FIG 10, each S-channel 143 hooks on to a shaft 144 that is bolted or attached lengthwise to two adjacent Arc tube assemblies. Each S-channel 143 engages two panels in tension to self align. The S Channel 143 is a near seamless means of joining two separate panels in such a way as to maintain water tightness and structural integrity in the heaviest of rain and wind. When combined with the Gable Channel 141 , the S Channel 143 allows the structure to be made with smaller panels (four panels instead of one continuous panel from ground to ground) thus making it easier to package, ship and handle. The S Channel 143 can be made of various materials including but not limited to metal, plastic, wood and even composites and could be formed by roll-forming, extruding, carving, lasing, injection moulding, milling, welding, stamping, casting and pressing. The S Channel 143 can optionally be provided with gaskets to seal the panels to it. In one embodiment, the gasket is a foam rubber gasket. With reference to FIG 1 1 , the roof gable assembly comprises a gable tube 142 and gable channel 141 adapted to join roof panels at the spine of the shelter. The Gable Channel 141 serves as a near seamless means of joining two separate panels in such a way as to maintain water tightness and structural integrity in the heaviest of rain and wind. When combined with the S Channel 143, the Gable Channel 141 allows the structure to be made with smaller panels (four panels instead of one continuous panel from ground to ground) thus making it easier to package, ship and handle. The Gable Channel 141 can be made of many materials including metal, plastic, wood and even composites and could be formed by roll-forming, extruding, carving, lasing, injection moulding, milling, welding, stamping, casting and pressing. The gable channel 141 can optionally be provided with gaskets to seal the panels to it. In one embodiment, the gasket is a foam or rubber gasket.

The panels may be constructed of a variety of materials including thermoplastic material such as polyethylene, high-density polyethylene, polypropylene or polycarbonate treated to be light/ultraviolet radiation resistant and may be of varying degrees of thickness. The material may be intrinsically resistant to the weather and the environment and/or may be treated or coated to resist the damaging effects of weather and other environmental conditions, e.g. rain, sunshine, sand etc. Optionally, the material from which the panel is constructed may depend on its location within the finished structure. For example, roof panels may be manufacture from material or treated and/or coated to be more resistant to sun damage. A worker skilled in the art would appreciate that the type of material from which the multi-panel cladding is constructed may be chosen based on the environs the assembled structured will be situated. In environs in which the shelter may be subject to potential projectile damage, the material may be ballistic grade, for example a fiber-reinforced laminate.

The material may be single, multilayer or a laminate. In one embodiment, each of the wall cladding panels is constructed from first and second, inner and outer sheets of synthetic plastic material that are spaced apart at a fixed and generally constant distance from each other by a plurality of spaced-apart webs. These webs provide a series of substantially parallel, hollow tubular channels there between. The sheets and webs may be made of the same synthetic plastic material which either is intrinsically resistant to the weather and environment or has been treated to resist the damaging effects of weather and other environmental conditions, e.g. rain and sunshine etc. Weather stripping may be provided to seal any gaps between adjacent panels. In one embodiment panel straps are provided.

Optionally, to provide improved structural rigidity, one or more longitudinally extending reinforcing members 187 are disposed within a selected number of the series of the longitudinally extending, hollow channels within each panel, e.g. two. Thus these reinforcing members 187 are confined laterally within and extend along corresponding tubular passageways within the panel. These reinforcing members are sufficiently flexible to bend with the bending of the panels, while being sufficiently rigid to impart stiffness to such panels when in a curved condition. Such members act as battens to provide a stiffening effect to the panels when curved.

The reinforcing member 187 may be formed of a polymeric material such as polycarbonate, polymer reinforced glass fibers, steel or aluminum, amongst other materials. Such reinforcing rods may be pultruded rods and may be either solid or hollow. Optionally, the reinforcing rods 187 are disposed at equal intervals across the range of available hollow channels.

In one embodiment, the wall cladding panels are coroplast panels. Optionally, one or more opening(s) in one or more of the panels may be provided. The openings may be in end walls and/or side walls. The opening may be made by cutting out a section of the panel or by making a flap thereby preserving the cutaway material as a weather flap. A window 109 may be fitted into the openings. When the end walls are formed of the special reinforce panels, the reinforcing rods 187 within such panels may be positioned to be in-register with the periphery of the window frame 109 thereby providing improved structural integrity for the alignment and retention of the window frame 109 within its opening in the building walls.

In one embodiment, the shelter has one or more window(s) 109 that are 'shingled' into one or more panels, including an end wall panel or side wall panel, in such a way as to provide no gravitational access for falling water to ingress the structure and because it preserves the cutaway material as a weather flap to cover the opening in high winds and rain and because it allows for easy installation and field repair of the screening material with the use of a groove and spline. A clear non-permeable film may be used in cold weather to stop wind and maintain visibility. The window can be made of many materials including metal, plastic, glass, wood and composites and could be formed by; casting, injection moulding, stamping, pressing, milling, lasing and carving.

In some embodiments, a vent 155 is 'shingled' into a panel, including an end wall panel or side wall panel, in such a way as to provide no gravitational access for falling water to ingress the structure and because it preserves the cutaway material as a weather flap to cover the opening in high winds and rain and because it allows for easy installation and field repair of the screening material with the use of a groove and spline. A clear non-permeable film can be used in cold weather to stop wind and maintain visibility. The vents 155 can be made of many materials including metal, plastic, wood and composites and could be formed by; casting, injection moulding, stamping, pressing, milling, lasing and carving. In some embodiments, openings within the cladding may be a louver. This louver may be press-fitted into an opening cut in a panel. Rotating fingers along the inner edges of the louver may then be oriented to overlie the inside surface of the end panel into which the louver is fitted. This retains the louver in place. Optionally, the louver may also be provided with a closure plate which fits into the louver on it's inside face. The same rotatable fingers may be positioned to overlie this plate, once in position, and retain it in place. As a particular feature relating to the rotatable fingers, such fingers may be a-symmetrical about its center of rotation, being wider on one side than on the other. In this manner, the narrower side of each finger may be aligned with the edge of the opening cut to receive the louver, permitting the louver to be removed from, or inserted into, the opening in the end wall. The wider side of each finger can optionally be positioned to overlie the edge of the panel opening retaining the louver in place while a closure plate is applied over the louver. Rotation of such fingers by 90° to lie transversely across the edge of the panel opening and the louver will lock the closure plate in place on the louver and the louver in place on the wall.

ACCESSORIES

The shelter may be provided with one or more of the following optional features or accessories.

The shelter may be provided with one or more dividers or privacy screen, and/or one or more storage means. Non-limiting examples of storage means include shelving, cargo netting, bunks, attic space, compartments and boxes. As an optional feature, the shelter may be provided with a floor covering. In one

embodiment, a tarpaulin-type floor covering is anchored in place along the tubular base member 137 on the inner side of the building by means of a curved retainer plate. This curved retainer plate is adjustably connected to and positioned over the base member 137 with the edge of the floor covering contained there between. A flange may be formed on the retainer plate to allow such plate to be fastened to the lower portions of the upright tubular members of each arch. In one embodiment, the floor covering is designed to keep roughly three (3) inches, or, eight (8) centimeters of water out of the structure during torrential downfalls of rain. The floor kit comprises of a heavy gauge, woven poly tarp, cut to fit and metal strapping for each section side. The strapping allows the poly tarp to be stretch fit and held securely in place in order to stop wandering and resulting wear and tear.

As an optional feature, the shelter may be provided with a ballistic resistant covering.

As an optional feature, the shelter may be provided with a solar power kit. In one embodiment, the solar power kit comprises of a flexible, thin film amorphous, solar collector panel custom fit to securely mount on top of a roof panel, a power conduit/delivery systems, a Nickel Metal Hydride storage system and a power management system capable of supplying either AC or DC power.

As an optional feature, the shelter may be provided with insulation. For example, the shelter may be provided with a series of insulated panels that fit into place on the interior surfaces of the panels 101 and boosts the insulation value. Each panel may be held in place with brackets that snap fit to the frame.

As an optional feature, the shelter may be provided with a room divider. In one embodiment the room divider is made of fire resistant, rip-stop fabric that is screened top and bottom for air flow with a privacy screen in the middle. The divider may be split like a curtain and secured at the sides when not in use. Optionally, it may have ties in the middle to allow the user to secure it in a closed position. As an optional feature, the shelter may be provided with an air conditioning rack that would allow a standard window mounted Air Conditioning Unit to be installed in an end wall. In one embodiment, the Rack is made from sixteen ( 16) gauge, bright zinc coated steel.

As an optional feature, the shelter may be provided with shade fly designed to be install on the inside of the unit such that it traps 'sun heated' air in the top of the unit and then exhausted out of the vents located at the top end of each unit. As an optional feature, the shelter may be provided with Stove Pipe Fitting that allows the user to install a chimney pipe, for example a standard six (6) inch, or, fifteen ( 15) centimetre chimney pipe, safely through the end wall with no risk of fire due to chimney heat. The Stove Pipe Fitting may be made of sixteen (16) gauge, fire painted, galvanized steel and properly installed is water and weather proof.

As an optional feature, the shelter may be provided with overhead storage system comprising light weight, heavy duty webbed netting that may be secured between the roof arches. As an optional feature, the structure may be provided with Anchoring System consists of a set of two, sixteen ( 16) gauge, galvanized steel, 'u' shaped brackets per section and four heavy duty, fourteen (14) inch, or, thirty five (35) centimetre, galvanized steel spikes that are intended to be staked into the ground at cross angles. Alternatively, the brackets may be screwed to a wooden floor or lag bolted into a concrete base. The anchoring system may optionally include an extendable foot pad, for example a leg leveller to allow for proper support on uneven ground. Accordingly, in one embodiment, there is provided a threaded leg 152 used to level the structure 100 and attach a plate 154 to secure the structure to the ground.

As an optional feature, the shelter may be provided with double bunk/work system. In one embodiment, the Double Bunk/Work System is modular and designed to serve multiple applications. Legs: The legs are attached to the frame, one set of four (4) legs per eight (8) foot section, and are designed to accept/support various devices in multiple locations up and down each leg. Each leg has an extendable foot pad to allow for installation and proper support on uneven ground.

KITS

The shelter is both portable and suitable for a remote site. While light, the shelter is sturdy and durable and provides a relatively improved degree of shelter against the elements. By limiting the dimensions of individual elements, a shipping package can be assembled which is particularly convenient to handle. Specifically, the shipping package can be limited to dimensions that can be easily fitted within a standard industrial container. In one embodiment, there is provided a kit comprising the components of the long term temporary shelter including the components of the frame and the multi-panel cladding. The kit may further comprise additional elements including but not limited to accessories, tools required for assembly, and/or assembly instructions. Optionally, the kit may be packaged to facilitate transport or shipping. The transport or shipping container is optionally reusable. In one embodiment, the kit comprises a shipping container 88" in length, 52" in width, and 44" in height.

In one embodiment, there is provided an extension kit for use in conjunction with the long term temporary shelter 100. The extension kit comprises the components necessary to extend the length of the structure by one or more panel widths.

In one embodiment, there is provided replacement parts for the long term temporary shelter 100.

To gain a better understanding of the invention described herein, the following examples are set forth. It will be understood that these examples are intended to describe illustrative embodiments of the invention and are not intended to limit the scope of the invention in any way.

EXAMPLES

EXAMPLE 1: 16FT STRUCTURE

The technical description of this example contains the identification and description of the 16ft shelter's base assembly, end wall assemblies, modular frame system and modular truss system . It describes assembly's parts in their relation to the completed structure.

With reference to FIG 21 , the 16 ft shelter consists of a modular based framed structure 16ft wide by 4ft long sections, sheathed in side and roof panel cladding. Each modular section of the structure is comprised of three assemblies; the base channel assembly, the arc tube assembly, and the panel cladding. The framed structure may be constructed from steel, plastic or a combination thereof. The panel cladding may be constructed from coroplast sheets.

BASb ASSEMBLY

With reference to FIG 22, the base channel assembly is comprised of a series of channels manufactured from tubing (for example, extruded plastic plastic tubing) that are connected in a rectangular shape with T-shaped joints 148 and corner joints 147. The base channel tubes allow for the side wall panels (for example, coroplast panels) to be inserted into the base and held in place. They are also used in conjunction with the T-shaped 148 joints to hold the upright assemblies in the base assembly.

BASb CHANNbL TUBbS

With reference to FIG 22 to 27, there are five types of base channel tubes that are used in the base assembly. Four of them are involved in the front wall section of the structure: end wall side base tube 180, end wall middle base tube 181 , end wall center base tube 122, end wall door base tube 150. The fifth base channel 137 is used in the side walls of the entire structure. All of the base channel tubes are made from 2 inch square extruded plastic and attached to the T-joints 148 and corner joints 147 using snap lock clips.

The fifth base channel is used in the side walls of the modular structure. In the illustrated embodiment, all of the base channel tubes are made from 2x2 inch square extruded plastic and attached to the T-joints 148 and Corner joints 147 using snap lock clips. MODULAR BASL TUBL

With reference to FIG 23, the side base tube 167 is used to comprise the sides of the modular sections, and then joined at the ends to either the end wall, or another modular section. These tubes have a C -channel on the side of the tube at the base to allow for the insertion of the panels.

END WALL SIDL BASL TUBL

With reference to FIG 24, the end wall side base tube 180 is the first piece directly attached at the corner on the T-joint 148 for the end walls. Its use is to hold the end wall panel by method of a C-channel welded to the top of the tube for which the panel sits in.

END WALL MIDDLL BASL TUBL

With reference to FIG 25, the end wall middle base tube 181 is a base tube which is connected to both the end wall side base tube 180 and end wall center base tube 122 using the T-joints 148. It is an extension of the end wall side base tube 181 to the end wall center base tube 122. Again it has a C-channel on the top of the tube to allow a panel to be slotted into, so as to hold it at the base.

END WALL CLNTLR BASL TUBL

With reference to FIG 26, the end wall center base tube 122 is put in place when an end wall has neither a man-door or garage door option for an end wall. It is placed in between the two middle base tubes 181 to complete the end wall base section. It has the C-channel on the top of the tube to allow a panel to be slotted in which completes the end walls coroplast wall. END WALL DOOR BASL TUBL

With reference to FIG 27, the end wall door base tube 150 replaces the end wall center base tube 122 when a man door assembly 1 10 is installed in the end wall. It is essentially the same as the center base tube 122, except in the fact that it does not have a C-channel on the tube, as it is not needed with the door assembly 1 10.

CONNLCTORS AND FASTLNLRS With reference to FIG 28 to 31 , the base tubes are all connected using a series of T-joints 148 and corner joints 147 that are inserted into the base channels and then have snap lock clips that lock them into the base channels.

T-JOINT

With reference to FIG 28, the T-joint 148 is a molded plastic part that has its three ends fit inside the base channels to connect them to one another.

CORNLR JOINT

With reference to FIG 29, the corner joint 147 acts in the same manner as the T-joint 148, with the exception that the corner joint 147 is bent at a 90 degree angle to facilitate the connection of an end wall tube 180 and side base tube 137.

SNAP LOCK CLIP

With reference to FIG 30 and 31 , the Snap Lock Clip 156 is a single piece of steel in a U- shaped form. There are metal pins attached at the end of the U which lock into place within the symmetrical holes of the base channels and T-joints 148 and corner joints 147, thus locking them in place together.

MAN DOOR END WALL

With reference to FIG 32, there are three possible options for End Walls on the 16ft shelter; the first incorporates a man door 1 10, creating more of a house-type scenario; the second a garage door frame, allowing for a heavy fabric (such as canvas) or a garage door (such as a vinyl) or solid barn type door to be attached; and the third is a closed-in back wall. The End

Wall assemblies are summarized with details of the parts to follow.

The first type of end wall is the man door end wall. This wall seals out the weather through a series of shingled plastic panels supported by a steel framing.

The end-wall frame is built with an outer frame to secure the plastic panels and an inner frame for strength.

The outer frame shown in FIG 32 is built from 2x2 inch square steel tubing with shingling plates welded on to shed rain water. These tubes secure the plastic panels in a way that is easy to install and maintain but also rigid enough to be secure. There are a series of vertical uprights 167, 168, 169 that support a horizontal garage door upper frame.

FIG 32 illustrates the inner framing of the end wall. There is a shallow arc above that and attached to it by a cross brace, this brace 183 gives support when the door portion is in use. Above this shallow inner arc is a vent support 176, this support is identical to that on the middle frame but contains an extra support bar 195 at the top of the vent support, this is a securing point for the vent and vent panel. Between the outer arched upright 173, found also on the middle frame, is another cross brace 196, this is designed to take away movement under heavy wind loads.

The panels (such as plastic panels) 161 work to shed the water as do shingles on a house, the upper plastic panels 178, 179 layer over top of the lower ones to keep the interior space dry. At the top there is steel panel that sits on top of the outer frame and overlaps both the plastic top panel 178, 179 and vent frame 155. These top wall panels 178, 179 are manufactured to overlap the main wall panels 170, 171 , 172, 186 to maintain that shingled affect and keep the water to the outside of the structure. As the water flows down onto the main wall panels it is kept out of the structure with a series of gaskets mounted on steel plates attached to the upright tubes 167, 168, 169. These end walls also include the window assembly 109, door assembly 1 10 and ventilation system 155.

END WALL UPRIGHT ARCH ASSLMBLY

With reference to FIG 33, the upright arc tube assembly 164 consists of arched 2x2 inch square tubing with a wall thickness of 0.049 inches. Welded to this upright tube is a sheet metal steel shingle with a thickness of 0.06 inches, this both sheds water and secures the main plastic panels. After Welding the entire assembly is powder coated for corrosion resistance.

The exploded view shows a series of fasteners. The fasteners shown are called PEMs, and they are threaded steel fasteners. When pressed into the shingle they are unable to turn or pull through, this allows a wing nut to be used on the reverse side to attach the main plastic wall panels.

END WALL ROOF ARCH ASSLMBLY With reference to FIG 34, the Roof Arch assembly 165 comprises arched 2x2 inch square tubing with a wall thickness of 0.049 inches. Welded to this upright tube is a sheet metal steel shingle with a thickness of 0.06 inches, this both sheds water and secures the main plastic panels. At the bottom of the tube is a pair of sheet metal inserts built from the same material as the shingle. These inserts are welded inside the tube and are used for assembly to the upright arch assembly. After Welding the entire assembly is powder coated for corrosion resistance. Alternatively, these metal inserts can be replaced by an insert 1 15 made of either plastic, metal or wood which is used to lock the arc tubes together as shown in Fig 5a and Fig 5d. TOP INNbR ARCH ASSEMBLY

With reference to FIG 40, the inner arc tube consists of two top inner braces, and a vent U- brace. This assembly supports the outer arc assembly. In this example, these parts are all made from 1x1 inch square galvanized steel. TRUSS BRACb

With reference to FIG 36, the Truss Brace 176 is designed to take the top-load on the Roof Arc Tube 174 and distribute it through the Truss Arc Tube 177. It is bolted flush with the arc, and the Truss Arc Tube is attached to this brace through another smaller taco shaped U- bracket 1 18.

VbNT UPPbR SUPPORT ARCH

With reference to FIG 37, the support 195 is a steel component 1x1 inch square with wall thickness of 0.065 inches, where the support is to be attached a flange is cut, bent and drilled allowing for a flat assembly flange. The part may be galvanized or powder coated for corrosion resistance.

UPRIGHT MlDDbb TUBb ASSbMBbY

With reference to FIG 38, the Upright Middle Tube assembly 169 consists of arched 2x2 inch square tubing with a wall thickness of 0.049 inches. Welded to this upright tube is a sheet metal steel shingle with a thickness of 0.06 inches, this both sheds water and secures the main plastic panels. The tubing is notched to lock into the garage door upper frame. After welding the entire assembly may be galvanized or powder coated for corrosion resistance. UPRIGHT DOOR TU Bt, ASSEMBLY

With reference to FIG 39, around the man door frame 1 10 there is a frame comprising the upright door tube assembly 167, 168 which consists of arched 2x2 inch square tubing with a wall thickness of 0.049 inches. Welded to this upright tube is a sheet metal steel shingle with a thickness of 0.06 inches, this both sheds water and secures the main plastic panels. The shingle is cut away to accommodate the door assembly and still secure the plastic panel above the door. On the left side of the door only there is a series of hinges, they are welded to the shingle that is welded to the upright tube. The right side is a mirror just missing the hinges. Both the upright with hinge and without the hinge include an "L" bracket strip that is attached with self tapping screws, this acts as a weather stop, weather stripping is added to this to seal the door from drafts. After welding the entire assembly is powder coated for corrosion resistance. Alternatively, the "L" bracket can be replaced with an extruded gasket similar to a windshield wiper, comprising one or more rubber blades.

GARAGb DOOR UPPBR FRAMB ASSEMBLY

With reference to FIG 40, above the uprights 201 , 202 there is a horizontal member 182 that is designed to hold a garage door when the garage door option is employed. This bar is made of 1x1 inch steel square tubing with a wall thickness of 0.065 inches and is designed to be secured with a bolt with the inner arc tube 177 to the outer arc tube 174 assembly so that the bar is short enough to fit within in the packing crate, two identical bars have been used with a securing bracket in the middle. Where the support is to be attached a flange is cut, bent and drilled allowing for a flat assembly flange. The assembly may be galvanized or powder coated for corrosion resistance. The bracket 1 18 that secures the two garage door upper frame members together is a sheet metal part which is bent to create a cradle for the two frame members and secured with bolts.

GARAGb DOOR UPPbR FRAMb BRACb

With reference to FIG 41 , a Garage Door Upper Frame Brace 183 was added to tie the top inner arc tube and the garage door upper frame together to increase strength. The brace is made of 1x1 inch steel square tubing with a wall thickness of 0.065 inches and has been bent so that it has a mounting flange to bolt through on both the inner arc and the garage door upper frame. Where the support is to be attached a flange is cut, bent and drilled allowing for a flat assembly flange. The part may be galvanized or powder coated for corrosion resistance. CROSS BRACL

With reference to FIG 47, in the area between the outer upright tube and the arched upright tube there is enough room to place a cross brace. This brace is supports in a way that transfers the wind loads from the side of the unit to the main framing making the end walls and the rest of the unit stronger and stiffer. The brace is made of 1x1 inch steel square tubing with a wall thickness of 0.065 inches. Where the support is to be attached a flange is cut, bent and drilled allowing for a flat assembly flange. The part may be powder coated or galvanized for corrosion resistance.

MAN DOOR UPPBR FRAMb

With reference to FIG 43, the swinging action of the man door necessitates the use of a door stop on the top. Due to the difference in height between the door and the garage door upper frame it is necessary to install a cross bar. This man door upper frame 197 works both as this door stop and as a sealing edge for the door. The ends are cut and bent as with the garage door upper frame brace so that it can be bolted to the door uprights 167, 168. The bar is made of 1x1 inch steel square tubing with a wall thickness of 0.065 inches. The part may be galvanized or powder coated for corrosion resistance.

SlDb PANbL ASSbMBLY

FIG 44illustrates the first of the main plastic panels. The side panel assembly 172 comprises a Coroplast panel 10 mm in thickness and, optionally a pair of fiberglass rods inserted into the panel to add strength, a tape strip 198, 199 is used to seal the hollow portions of the plastic panel. This panel assembly 172 is attached to the upright arch assembly 163, 164 and upright middle tube assembly 169. This panel is used on both sides of the end wall as the two sides are mirror images.

MlDDLb PANbL ASSLMBLY

FIG 45 illustrates the second main plastic panel. The middle panel assembly 170 consists of the Coroplast panel 10 mm in thickness, the window assembly 109 and a tape strip 200 is used to seal the hollow portions of the plastic panel. This panel may optionally have fibreglass reinforcing rods.

MAN DOOR UPPLR PANbL With reference to FIG 46, above the door is a filler piece that takes up the difference from the original door and the seven ft height required by the design criteria. This panel 186 is secured to the end wall door upright shingles 167, 168 and sits behind the left 178 and right 179 top panels. This keeps the area around the door free of drafts and sheds the weather. As with the other Coroplast panels, the thickness is 10mm, no fiberglass rods are needed as the panel is quite short.

EN DWALL TOP PANLL

With reference to FIG 47, the endwall top panel 178, 179 comprises a Coroplast panel 10 mm in thickness. The top panels 178, 179 are very similar from right to left with one simple difference; the material removed to shingle over the main wall panels 170, 171 , 172, 186 is on the opposite side.

There is a portion of the material removed from the bottom edge of the panel. This allows the panel to layer over top of the main wall panels and maintain the shingled effect of the end wall. The two small indents that extent this cut away up is to fit around the upright supports sealing them as well from the weather. To the top right of this illustration there is an opening that will accept the vent.

WINDOW ASSLMBLY

With reference to FIG 48, the window assembly 109 comes as a complete package with the window opening cut into the middle panel 170 being the only necessary action for fitment.

VLNT ASSLMBLY

With reference to FIG 49, the vent assembly 155 comprises both a left and right vent assembly and center Coroplast panel 123 that the vents sit into. These parts bolt directly to the vent u-brace 176 and vent upper support arch 195.

VENT PANEL

The Vent Panel 123 is illustrated in FIG 50 DOOR ASSLMBLY

The door assembly 1 10 is illustrated in FIG 51.

CLOSLD END WALL With reference to FIG 52, the second end wall version available is the closed in end wall or end wall back wall. This end wall makes use of many of the components of the man door end wall. There are a few modifications; the door assembly 1 10, man door upper frame 197 and upper plastic panel 186 are removed. The man door upright 167, 168 assemblies are replaced with upright middle tube assemblies 169 and a new end wall center panel 171 is used to close in the void.

CbNTbR PANbb

With reference to FIG 53, the man door area of the back wall is replaced with this center panel. The panel may optionally have fiberglass reinforcing rods.

GARAGb DOOR END WAbb

With reference to FIG 54, the third end wall type is the garage door opening. This end wall is simply a man-door opening with some of the parts removed. The door assembly 1 10, middle panel assemblies 170, man door upper frame 197, door upper plastic panel 186 and the door upright assemblies 167, 168 are all removed. With this the base tubes are also brought back to the middle upright tube 169 to maximize the opening height.

UPRIGHT GARAGb DOOR TuBb AssbMBbY

The upright garage door tube assembly 201 , 202 is illustrated in FIG 55.

MODULAR FRAMb SYSTOVI

With reference to FIG 56, the modular frame system holds and supports the coroplast panels that provide the skin of the shelter 160. The modular frame system consists of an upright 173 and top outer arc tube 174, inner arc tube 177, and a vent U-brace 176.

OUTbR ARC ASSbMBLY

With reference to FIG 57, the outer arc assembly is the assembly in which the coroplast panel will form to once its horizontal base is slotted into the base channel. This arc assembly is what supports the roof gable 141 and any other roofing components. It is comprised of two upright arc tubes 173 and two top outer arc tubes 174 that are both assembled symmetrically along a center axis.

UPRIGHT ARC TuBb With reference to FIG 58, the upright arc tubes 169 are used in the assembly to allow the lower coroplast panels to be forced against and form the outer wall. They are made from 2x2 inch galvanized steel tubing with a wall thickness of 0.049 inches.

Once completed the outer arc assembly is attached to the base channel by having the upward facing T-joint 148 on the side base channel inserted into the outer arc channel.

TOP OUTbR ARC TuBb

With reference to FIG 59, the roof arc tube 174 is attached to the upright arc tube 173 by means of a outer arc insert 175 that is inserted in to or alternatively welded in, the inside of the arc tube and then once slid into place in the other tube, bolted in place.

U-BRACKbT

With reference to FIG 60, once one side of the outer arc tube assembly is completed it is attached to an identical assembly at the top center of the Top outer arc through means of a taco shaped U-bracket 1 18. This bracket connects the two sections forming a completed outer arc assembly.

INNbR ARC ASSbMBbY

With reference to FIG 35 and 36, the inner arc tube consists of two Top inner braces 177, and a vent U-brace 176. The use of the assembly is to support the outer arc assembly. These parts are all made from 1x1 inch square powder coated steel.

TRUSS BRACb

With reference to FIG 36, the Truss Brace 176 is designed to take the top-load on the roof arc tube and distribute it through the truss arc tube 177. It is bolted flush with the arc, and the truss arc tube 177 is attached to this brace 176 through another smaller taco shaped U-bracket 1 18.

TRUSS ARC TuBb

With reference to FIG 35, there are two Truss Arc Tubes 177 that are bolted horizontally to the roof arc tubes, and meet at the center to be joined to the truss brace by the taco shaped

U-bracket 1 18. These inner braces support the vent U-brace 176 and transfer the outer load to the sides. MODULAR TRUSS SYSTLM

The modular truss system is comprised of S-Channel subassemblies, roof gable

subassemblies, panels, and panel straps.

S-CHANNbL SUB ASSLMBLY

With reference to FIG 63, the S-Channel sub assembly is an extruded plastic part or bent metal sheet designed to hold the two sheets of coroplast panel. The S-channel 143 rotates freely so as to allow the two sheets which are held in tension to self align.

The S channel 143 is hooked onto a shaft which is then bolted lengthwise to the two separate Arc tube assemblies. This allows the s-channel 143 to hang in place and hold the coroplast sheets in place. The channel may optionally have a foam rubber gasket to seal the coroplast panel to it.

GAB LL ASSLMBLY

With reference to FIG 61 , the gable assembly is comprised of a top gable channel 141 , a roof cap 145 center, and a roof cap middle with studs attached. It runs along the top spine of the structure having each of its end slotted into the taco shaped U-bracket or insert 1 16 in between the top outer arcs. The gable assembly allows the top panels to slot into the sides of the gable tubes. In one embodiment, the gable is formed with a plastic extruded part 141 and a support tube 142 made of but not restricted to steel or aluminum.

ARCHLD COROPLAST PANLLS

With reference to FIG 62, the arched coroplast panels are sheets 161 of coroplast material 85 inches by 47.5 inches, 10mm thick. They are used to form the outer skin and walls of the structure.

The bottom panels 161 are flexed and are slotted into the C-channel at the side base tubes 137 and at the top into the s-channel 143. For the top panels 161 , they are flexed and slotted into the gable tube 141 at the top and into the s-channel 137 at the bottom. At the ends where the panels are slotted in, there are also strips of a foam rubber gasket material that seals the panel to the S-channel 137 and C-channel. With reference to FIG 64, on the sides of the coroplast panel are notches that are cut out to allow for the studs from the panel straps to be fed through. There are two rectangular holes on each side of the panel that are cut out in between the notches to allow a tab that is cut into and folded out of the outer arc tubes to be inserted into. Alternatively, a plastic clip can inserted into a hole to replace this metal tab.

PANbL STRAPS

With reference to FIG 66, once the coroplast panels have been slotted into place, a panel strap 184 is placed against two coroplast panels where they meet, and is slotted into the same locations as the panels. The studs on the strap are fed through holes in the outer arc tubes, and are screwed down. These straps allow for the coroplast to be tightened down against the steel frame of the structure. They are comprised of a flexible steel strap that has equal distant studs that are offset from the surface of the structure using a small spacer attached to the inner facing surface of the strap. It also has two strips of foam rubber running along the strap besides the studs. An alternative design uses a strap made of extruded plastic with a T-slot manufactured allowing the part to be secured using a T-bolt 157 shown in Fig 17. This design also makes use of rubber gaskets for sealing.

Although the invention has been described with reference to certain specific embodiments, various modifications thereof will be apparent to those skilled in the art without departing from the spirit and scope of the invention. All such modifications as would be apparent to one skilled in the art are intended to be included within the scope of the following claims.

Claims

THE EMBODIMENTS OF THE INVENTION IN WHICH AN EXCLUSIVE PROPERTY OR PRIVILEGE IS CLAIMED ARE DEFINED AS FOLLOWS:

1. A long term shelter comprising a) a framework comprising a base channel assembly and an upright assembly; said base channel assembly comprising a plurality of base channel members and upright assembly engagement means; wherein said base channel members have a cross-sectional profile that includes an upwardly-open channel adapted to receive the lower edge of wall cladding; said upright assembly having a plurality of longitudinally spaced-apart arches; and b) a multi-panel cladding comprising a plurality of S-channel assemblies, a plurality of panels and a gable tube assembly; each of said S-channel assembly extending between adjacent arches of the upright assembly and comprising a generally S-profile channel member, wherein an outer portion of each S- profile channel member is upwardly open and adapted to receive a panel edge and an inner portion of each S-profile channel member being downwardly open and adapted to receive a panel edge; said gable tube assembly comprising a gable channel, wherein said gable tube assembly extends down the length of the entire building structure along the top of each of the arches, and wherein the gable channel is adapted to receive a panel edge from a first roof panel and a second roof panel; wherein the S-channels and the gable channels provide near seamless joints between two separate panels in such a way as to maintain water tightness and structural integrity.

2. The long term shelter of claim 1 , wherein the plurality of longitudinally spaced-apart arches comprises two end wall arch tube assemblies and two or more mid-wall arch tube assemblies.

3. The long term shelter of claim 2, wherein said at least one of the end wall arch tube assemblies is adapted to accommodate one or more windows and/or doors.

4. The long term shelter of claim 1 , wherein at least one of said plurality of

longitudinally spaced-arches comprises an inner brace and/or one or more support braces.

5. The long term shelter of claim 1 , wherein each of said plurality of longitudinally spaced-arches comprises an inner brace and/or one or more support braces.

6. The shelter of claim 1 , wherein each of said plurality of panels comprises a sheet of resiliency flexible material.

7. The shelter of claim 1 , wherein each of said plurality of panels is constructed as a single layer, multilayer or laminate.

8. The shelter of claim 1 , wherein each of said plurality of panels comprises: a first sheet of a resiliently flexible material; a second sheet of a resiliently flexible material spaced apart a fixed distance from said first sheet of a material; a plurality of spaced-apart strips extending between said first and second sheets of material to form webs adjoining the first and second sheets, such webs being interspersed by hollow channels; and one or more resiliently flexible rod-like reinforcing members, said reinforcing members being disposed within one or more selected hollow channels wherein said panel with reinforcing members may be curved with the reinforcing members serving as reinforcing battens.

9. The shelter of claim 6, wherein said resiliently flexibile material is coroplast.

K). The shelter of claim 1 , wherein said base channel members comprise extruded plastic.

1 1. The shelter of claim 1 , further comprising end walls.

12. The shelter of claim 1 1 , wherein said multi-panel cladding comprises at least one of said end wall comprises a door.

13. The shelter of claim 1 , wherein said arches comprise powder coated steel.

14. The shelter of claim 1 , further comprising one or more opening in one or more of said plurality of panels

15. The shelter of claim 1 , further comprising one or more windows shingled into one or more panels.

16. The shelter of claim 1 , further comprising one or more vents in one or more panels.

17. A long term shelter comprising a) a framework comprising a base channel assembly and an upright assembly; said base channel assembly comprising a plurality of interconnected base channel members and upright assembly engagement means; wherein said base channel members have a cross- sectional profile that includes an upwardly-open channel adapted to receive the lower edge of wall cladding and optionally comprise a floor engagement means and/or one or more drain holes; said upright assembly having a plurality of longitudinally spaced-apart arches comprising two end wall arch tube assemblies and two or more mid-wall arch tube assemblies; and wherein at least one of said plurality of longitudinally spaced-arches comprises an inner brace and/or one or more support braces; wherein, optionally, at least one of said end wall arch tube assemblies is adapted to accommodate one or more, windows and/or doors; b) a multi-panel cladding comprising a plurality of S-channel assemblies, a plurality of panels; a gable tube assembly; and optionally weather stripping; each of said S-channel assembly extending between adjacent arches of the upright assembly and comprising a generally S-profile channel member, wherein an outer portion of each S- profile channel member is upwardly open and adapted to receive a panel edge and an inner portion of each S-profile channel member being downwardly open and adapted to receive a panel edge; said gable tube assembly comprising a gable channel, wherein said gable tube assembly extends down the length of the entire building structure along the top of each of the arches, and wherein the gable channel is adapted to receive a panel edge from a first roof panel and a second roof panel; wherein the S-channels and the gable channels provide near seamless joints between two separate panels in such a way as to maintain water tightness and structural integrity; wherein each of said plurality of panels comprises a sheet of resiliency flexible material; and c) optionally, one or more windows, one or more doors and/or one or more vents.

18. A kit for a long term shelter comprising components of the long term shelter of any one of claims 1 to 17.

19. A novel combination comprising a) a framework comprising a base channel assembly and an upright assembly;

said base channel assembly comprising a plurality of interconnected base channel members and upright assembly engagement means; wherein said base channel members are manufactured from tubing, optionally extruded plastic plastic tubing, that are connected in a rectangular shape with T-shaped joints and corner joints using snap lock clips; wherein said base channel members have a cross-sectional profile that includes an upwardly-open channel adapted to receive the lower edge of wall cladding and optionally comprise a floor engagement means and/or one or more drain holes;