BUILDING PANELS AND BUILDING SYSTEM USING SUCH PANELS
A wall panel system has at least one panel with face sheets of compressed solid cement or gypsum based material bonded to a foam core. The core has at least one channel extending through the core on an axis along the length of the panel from a predetermined position on a top edge to a bottom edge of the panel. A slot is provided on opposed side/end edges of the core to allow for a strengthening rod to be inserted between adjacent panels. An edge recess extends along one or more edges of the panel between the rear of the face sheet(s) and the core. The recess can receive and discretely hide connecting panel/plate members connecting adjacent panels.
The present invention relates to building panels and a building system using such building panels, such as those used for low cost housing and commercial properties.
BACKGROUND TO THE INVENTIONThere is a need for low cost structures, such as residential and employee housing as well as commercial and industrial properties.
Traditional brick and concrete blocks are energy intensive to manufacture. Constructing a building using bricks or blocks is also time consuming and labour intensive, requiring brick layers to lay the bricks/blocks using mortar.
Thermal panels are known and can be used as an alternative form of building construction. Thermal panels are typically used for cold stores because of their high thermal insulation properties, but are also used to clad buildings for the same reason.
Thermal panels typically have a sandwich construction of outer sheets of timber, gypsum or anti-corrosion coated steel, bonded either side of a sheet of material of low coefficient of thermal conductivity, typically foam, such as expanded polystyrene.
One benefit of using panels is that they can be packed flat together and transported with minimal loss of space. Fast building construction is achieved by mounting the panels to a metal or wooden skeletal framework to erect the building. That is, the panels are typically used to clad a framework.
Such thermal panels are generally supplied in set sizes. Cutting panels to size on site is achievable if simple square ended butt joints are acceptable. However, such butt joints, especially at corners of walls lack strength and rigidity. An improved concept is required whereby panels can be produced that form improved corners, both for accuracy and rigidity.
Also, it would be beneficial to tie the top of the panels to the floor for improved structural integrity of the building, particularly in cyclone rated environments.
With this in mind, it has been found desirable to provide wall panels with improved features to aid construction of a building.
It is also desirable to provide a wall panel building system with improved structural integrity.
It is further considered desirable to provide a wall panel arrangement whereby corners of building or walls can be constructed more accurately and with greater rigidity from flat building panels.
SUMMARY OF THE INVENTIONWith the aforementioned in view, an aspect of the present invention provides a wall panel comprising at least one material with dimensions of length, width and thickness defining the panel, the panel having first and second opposed external panel faces, the length and width being substantially greater than the thickness, the wall panel including at least one aperture extending within the material on an axis along the length of the panel from a predetermined position on an end face of the panel determined by said width and thickness.
Preferably the at least one aperture is a single aperture extending through the panel from one end face to an opposite end face defined by the width and thickness.
The axis preferably extends centrally from the end face(s) i.e. halfway across the thickness and width.
The at least one aperture may be a rectilinear shape in cross section, preferably square. However, circular or other shapes are envisaged to fall within the scope of the present invention.
The aperture extending into the material at the end face provides a cutting marker. However, an additional linear or other mark onto or into the surface of the end face(s) may be provided. For example, a (ink) scribed, printed or inscribed mark on the surface as a linear indicator diagonally across the aperture may be provided. Such linear markers may, if imaginarily extended, extend externally away from the opposed faces of the panel.
First and second panel portions are formed once the panel is cut through along its length following the at least one aperture. With the cut made through the material along the axis at an acute/obtuse angle with respect to the first and second faces, each resulting panel portion has a channel in an oblique edge face thereof formed by the cutting along the length of the panel. With one of the panel portions reversed, the oblique edge faces form a mitred corner with a corner central channel therethrough from one end face to the other.
A connecting member can be inserted through the corner central channel to tie a top plate and a floor plate of a building system. This connecting member ensures the roof is tied down to the floor, which is particularly useful in high wind/cyclone regions. The connecting member may be a metal rod connected to a top plate and bottom plate member, such as by screw fastening, nut and bolt or welding etc.
A structural member may alternatively or additionally be inserted through the corner central channel to provide structural integrity to the building. Preferably the structural member may include an elongate steel member, preferably of steel (which may be galvanised or stainless steel). The structural member may be between 10 mm and 150 mm wide by 10 mm to 150 mm thick and approximately between about 1200 mm long to about 3600 mm long.
An internal strengthener may be applied to the mitred corner. Preferably the internal strengthener is positioned in the recess at the respective exterior or interior angle of the corner between the respective facing sheet and the core. The strengthener may include an elongate angle member, such as ‘L’ (uneven length arms) or ‘V’ (even length arms) in cross section to cover, protect and strengthen the corner. The strengthener may be bonded to the core and/or facing sheet by an adhesive and/or screw fastener(s).
The panel may include an external channel extending along the length of one or both edges of the panel between the end faces. Each such external channel may be half the cross section of said at least one aperture through the material. This, if one panel is cut along its length through the at least one aperture and perpendicular to the first and second panel faces, the resulting panel portions will have channels with cross section corresponding to the edge channels along the external edges of the panel.
The first and/or second face of the panel may include a recess adjacent a peripheral edge thereof. For example, a recess of a few millimetres depth into the panel face may be provided long a peripheral edge portion of the respective first or second face such that a corresponding adjacent panel with a similar recess creates a recessed region for a connecting plate. The recess may preferably be between 20 and 50 mm wide and between 2 mm and 5 mm depth. Preferably the recess is between 35 and 40 mm wide and between 2.0 mm to 5 mm deep, and more preferably 37 mm wide and 2.0 mm deep.
Thus, the connecting plate can cover the join between two adjacent panels and, with the connecting plate a matching thickness to the depth of the adjacent recesses, may create a continuous facing surface across the two adjacent panels.
At corners, the external facing surfaces of two panels meeting at an angle to one another may have the recesses adjoining such that a corner connecting member creates a continuous exterior surface at the corner.
The recess may be provided on a face of the panel(s) on an interior of the room/building. Thus, a continuous surface can also be created on the inside of the room/building.
Internal connecting plates (internal of the panel between the core and facing sheet) may be joined though the thickness of the core.
A said panel may include one or multiple apertures through the core material from one end edge to the opposite end edge. Thus, one panel can either be cut down along one or both of the apertures to create panel portions, or the single large panel can be used to span a wide wall space. For example, a single panel may be 2400 mm, 2700 mm or 3000 mm high, and 1200 mm wide, each with a respective aperture centre at 400 mm centres on the end faces and inboard from a respective longitudinal side edge.
The panel may have a sandwich construction, with a core of a thermal insulation material and external first and second faces formed of sheet material. The insulation material may be a foam material, preferably expanded polystyrene. The panel face material may be of gypsum and/or cement based material.
The sheet facing material may be bonded to the core by adhesive. The sheet facing material may extend over the peripheral recess around the edges of the face of each sheet of core material. Thus, joiners between adjacent sheets set into the recess across adjoining sheets may be hidden behind the facing sheet material which creates a continuous external surface.
Multiple building panels may be used to form a doorway or window opening. For example, two of the panels may be provided spaced apart to create a door or window opening width, and one or more similar panels provided extending over the top of the opening to create the doorway or window opening.
The building system according to a further aspect of the present invention may include multiple building panels. The system may include connection means connecting a top plate to a floor structure or floor plate. For example, the aperture channel extending vertically between adjacent panels may have a rod inserted therein, the rod connected to a top fixing and lower fixing. The rod ties the top plate to the floor, which can preferably assist in cyclone proofing the building, especially the roof by assisting in tying the roof through to the floor.
The floor may include a surround around a concrete base. The surround may be of plastic or metal material. Plastic is beneficial because it is non-corrosive. The surround is known as a perimeter channel and it provides form work for the pouring of the concrete floor (slab). Once the concrete is set, the perimeter channel may not be removable from the concrete floor.
At 600 mm centres, holes are provided in the floor to insert 45 degree 200 mm crank bolts which in turn are engulfed by the concrete as it is poured. When the concrete is set, these bolts anchor a coupler bolt and tie down rod at each point around the floor. Thus, the roof is tied to the floor via the tie down rods passing through the panels and bolted into the concrete floor.
The metal or plastic perimeter channel may include a respective steel or plastic beam structure creating a floor perimeter arrangement. The rod(s) may connect to the beam structure, though preferably are fixed into the concrete floor via anchor bolts set into the concrete.
When the perimeter channel arrangement is used, a rubber or rubberised seal may be provided between the perimeter channel and the bottom plate. If no perimeter channel is used, the rubber or rubberised seal may be provided between the concrete floor and bottom plate.
Chemical anchors may be provided in the concrete floor wherever a connection to one of the rods is required. This is preferably either every 600 mm or 1200 mm into the concrete to hold the tie down rods.
Embodiments of the present invention will hereinafter be described with reference to the accompanying drawings, in which:
A slot 18,20 is provided on the opposed side edges of the panel 10. When these slots abut to corresponding slots on adjacent panels, a channel is formed to receive a support member, such as a steel rod extending the length of the panels. Such a support member can be tied to a floor and a top plate to add structural strength and rigidity to a building system incorporating the panels.
The edge recess 26 can extend along a central portion 28 of the panel. This is preferably twice the width of the edge recess 26. Thus, when the panel is cut in half, the double width recess forms two recesses of the same width as the edge recesses 26.
Also, when the panel is cut through along the a central axis, the cut passes centrally through the rectilinear channel 22 to form two slots equivalent to the edge slots 18,20.
It will be appreciated that the central channel can be of any desired cross sectional shape, though regular shapes are preferred. For example, circular, square or diamond shapes.
When cut diagonally e.g. at 45° to normal to the facing sheets, a pair of mitred sub-panels 10a, 10b are formed. These have the square U shaped slot running along the newly formed side edge of each sub-panel.
In the alternative,
The panel in
A tie rod 72 passes through the aperture channel 74 through the panel. The tie rod is fastened to a fixing plate 76 via a fastening nut 78 to attach the tie rod to the top plate 80. The fixing plate also attaches to a roof beam 86. The top plate has elongate side portions similar to the bottom plate portions 70, but these do not need to be concealed in the recesses 26 because they are either hidden behind cornice 82 or are at facia board level externally.
In an alternative embodiment shown in
The extra width and depth compared with the recess/channel 18,20 previously described allows the panel edge to accommodate larger structural supports, such as 90/90 mm steel or timber posts, or allow room for smaller dimensioned posts and electrical and/or plumbing utilities.
Inset from the edge recess 18,20 is at least one passage passing through the core 16 form the top edge to the bottom edge. Preferably this passage is oval in cross-section, though other shapes are permitted. In a preferred form, the cross section is an oval of around 50 mm length by 30 mm width.
The passage can accommodate electrical and plumbing utilities. In a preferred arrangement, the passage is inset from the edge of the panel by 150 mm, which passage can therefore be utilised close to the edge of the panel, for connection of electric light switches to the electrical cable positioned close to the edge of walls and doors etc., but inset sufficiently from the panel edge to allow for door frames and wall corners and still allow for panel strength at the panel edge.
Preferably each oval passageway has dimensions 50 mm (K) by 30 mm (L) as shown in
It will be appreciated that the oval cross section passageways can be square in cross section or diamond or other regular polygon to suit an application of the panels.
Claims
1. A wall panel comprising at least one material with dimensions of a length, a width and a thickness defining the panel,
- the panel having a first face and a second face forming opposed external panel faces,
- the length and width being substantially greater than the thickness,
- the width and thickness define two opposite end faces,
- two opposite edges are located between the two opposite end faces,
- the wall panel comprising at least one aperture extending within the at least one material on an axis along the length of the panel from a predetermined position on one end face of the panel determined by said width and thickness.
2. The panel according to claim 1, wherein the at least one aperture is a single aperture extending through the panel from one end face to an the opposite end face defined by the width and thickness.
3. The panel according to claim 1, wherein the axis extends centrally from the end face(s).
4. The panel according to claim 1, the at least one aperture being of regular cross sectional shape or having a cross section of rectilinear shape.
5. (canceled)
6. The panel according to claim 1, comprising an indicator mark or a plurality of indicator marks onto or into a surface of the respective end face(s).
7. The panel according to claim 6, the indicator mark(s) being scribed, written, printed or inscribed on the surface as a linear indicator diagonally across the aperture.
8. The panel according to claim 1, wherein a first panel portion and a second panel portion are formed once the panel is cut through along its length following the at least one aperture.
9. The panel according to claim 8, wherein the cut made through the at least one material along the axis is at an acute or obtuse angle with respect to the first and second faces, each resulting panel portion has a channel in an oblique edge face thereof formed by the cutting along the length of the panel.
10. The panel according to claim 9, forming a corner panel with one of the panel portions reversed, the oblique edge faces forming a mitred corner with a corner central channel therethrough from one end face to the other.
11. The panel according to claim 1, comprising an external channel extending along the length of one or both edges of the panel between the end faces.
12. The panel according to claim 11, each external channel being half the cross section of said at least one aperture through the at least one material.
13. The panel according to claim 1, the first and/or second face of the panel comprising a respective recess adjacent a peripheral edge thereof.
14. The panel according to claim 13, wherein the recess is between 20 and 50 mm wide and between 2 mm and 5 mm deep.
15. The panel according to claim 1, comprising one or multiple apertures through a core material from one edge to the opposite edge.
16. The panel according to claim 1, having a sandwich construction, with a core of a thermal insulation material and the first and second faces formed of sheet material.
17. The panel according to claim 16, the insulation material comprising a foam material.
18. The panel according to claim 1, further comprising a core, wherein the first and second faces are formed of a sheet material, and are bonded to the core by adhesive.
19. The panel according to claim 1, further comprising sheets of a core material, wherein the first and second faces are formed of a sheet material extending over a peripheral recess around the edges of the face of each sheet of the core material.
20. A building system comprising multiple panels according to claim 1, and connection means to retain adjacent panels together.
21. A building system according to claim 20, the connection means connecting a top plate to a floor structure or a floor plate.
22. A building system according to claim 20, the comprising an aperture channel extending vertically between adjacent panels and a rod received therein, the rod connected to a top fixing and a lower fixing.
23. A building system according to claim 20, the panels supported by a floor, the floor comprises a metal surround around a concrete base.
24. The building system according to claim 20, comprising a connecting member inserted through a corner central channel to tie a top plate and a floor plate of a building system together.
25. The building system according to claim 20, the connecting means comprising a metal rod connected to a top plate member and a bottom plate member by screw fastening, nut and bolt or welding.
26. The building system according to claim 20, comprising an internal strengthener within the panel at an external corner.
27. The building system according to claim 26, comprising external opposing facing sheets, wherein the strengthener comprises an elongate angle member with an ‘L’ in cross section between the respective facing sheet(s) and a core material.
28. The building system according to claim 20, comprising multiple said panels forming a doorway or a window opening.
Type: Application
Filed: Feb 28, 2014
Publication Date: Feb 4, 2016
Applicant: GLENTREVOR PTY LTD (Western Australia)
Inventors: David John LOVELL (Halls Head), Michael John ELSEGOOD (Seville Grove), Brian Robert HANSON (Armadale)
Application Number: 14/770,703