GB1603930A

GB1603930A - Panel assembly and method of construction

Info

Publication number: GB1603930A
Application number: GB2573978A
Authority: GB
Original assignee: Individual
Current assignee: Individual
Priority date: 1978-05-31
Filing date: 1978-05-31
Publication date: 1981-12-02

Description

(54) PANEL ASSEMBLY AND METHOD OF CONSTRUCTION (71) I, FREDERICK HENRY SAUN- DERS, an Australian citizen of 13 McAllister Street, Breakwater, in the State of Victoria, Commonwealth of Australia, do hereby declare the invention for which I pray that a patent may be granted to me, and the method by which it is to be performed, to be particularly described in and by the follow mg statement:- This invention relates to prefabricated building panels and is more particularly concerned with providing a panel assembly which may be utilized in the formation of the walls of a building in place of the usual in situ erection of a timber framework and wall board facing.

A major step in the conventional technique of erecting houses and other buildings of similar dimensions is the construction oa timber frame. Much of the time required by the tradesman in effecting this task is spent sizing, preparing and aligning the timber provided, and there is a considerable wastage of offcut materials. Similar costs in terms of labour and materials waste are entailed in the subsequent attachment of wallboard or like material to form the internal walls. The use of nails as the principal means of tying together the timber frame, and the weak corner connections between the wallboards, allow considerable wall movement through earth and temperature induced changes and phenomena such as cracking and warping often appear.

Prefabricated partitions and partition components are now in general use in the fitting out of office space but have to date not been employed to any significant extent in domestic construction, possibly because of a lack of satisfactory design proposals.

Proposals for open core or unfilled prefabricated building panels have generally either entailed a pre-erected standard timber framed wall section section or introduced a metal frame, such as that described in United States patent 3,363,371 to Villalobos. A more recent development in which both beams or studs and facing sheets consist of particle board is disclosed, for example, in New Zealand patents 165016 and 167438.

The present inventor has been concerned to determine an improved manner of coups ing building panels to form a panel assembly such as the wall of a building. In conventional in situ construction, wall intersections require additional studs and the drawbacks already adverted to in relation to nailing frame parts together are emphasized at such locations. These techniques are either maintained in consist prefabricated panel jointing or substituted by sometimes more complex interlocking or other coupling arrangements. Bridging pieces have also been proposed, as in United States patent 4,019,291.

United States patent 3,861,094 describes the use of gang nail plates in fixing together a conventional timber building frame. The present inventor has realized that such a principle can be applied in a unique manner to the assembly of prefabricated building panels.

The invention accordingly provides, in combination to form a panel assembly, a pair of building panels each comprising a facing sheet, a plurality of substantially Parallel spaced apart elongate primary beams secured along longitudinal faces to one side of the sheet and respective pluralities of spaced beam segments attached to and extending perpendicularly to said primary beams, wherein the panels are coupled together by connecting, in a plurality of pairs, adjacent beam segments of the respective panels. The beam segments may be connected, for example, by means of gang nail plates having spaced clusters of between three and seven spikes inclusive.

An especially strong and stable assembly is obtained with the building panels in which the beam segments are comprised of particle board: the use of the gang nail plates specified to bridge particle board beam segments is enhanced by the very use of particle board as there is found to be less danger of the beam segments cracking or teanng away adjacent the spikes of the gang nail plates.

The panels may contain one facing sheet only, in which case the panel would be suited to use in an external wall requiring brick veneering, or have a pair of spaced facing sheets for internal application, the primary beams and beam segments being sandwiched between the sheets.

It will also be appreciated that the inventive panel assembly allows joints to be made intermediate of studs without providing additional studs. Thus, erection of a structure can be carried out by cutting the panels parallel to the primary beams to form panels of desired, reduced lengths, and erecting walls made up of such reduced length panels and unreduced panels as required, adjoining panels being coupled together by connecting, in a plurality of pairs, adjacent beam segments of the respective panels. The initial panels can thus be delivered to a construction site in very long lengths and divided as required.

Preferably, all joints in the panels are by way of an adhesive composition. By using adhesive extensively in each panel, particularly in the fixing of the sheeting to the beam segments, the panel is less susceptible to warping, cracking, expansion, contraction of other deformations which would normally be expected to arise as a result of temperature and moisture induced charges in its conponent parts. This long term advantage is further enhanced by the strict parameter control able to be exercised in fully premanufacturing the panel away from the building site.

Once in situ, the sheets facing the panels would comprise the wall surfaces of a room and thus may comprise, for example, gypsum board. This material is very suitable for its excellent stability. Veneered panelling or the like may be fixed to the gypsum board.

Once the walls are in place, the surfaces may be finished when appropriate by grouting the joints between panels and by providing skirtings and cornices. Roofing and ceilings are erected after provision of the internal walls as bearers, trusses and the like may be secured to the top plates of the walls.

The invention will now be described by way of example with reference to the accompanying drawings, in which: Figure I is a perspective view of a building panel for use in a panel assembly in accordance with the invention; Figure 2 is an underneath plan view of the panel shown in Figure 1; Figures 3 and 4 are res ective crosssectional views on the lines 3-3 and 4-4 in Figures 2 and 3; Figure 5 is a vertical fragmentary crosssection depicting edge-to-edge abutment of two of the panels depicted in Figure 1; Figure 6 is a cut away perspective view of a panel assembly incorporating a T-intersection between two of the panels depicted in Figure 1; Figure 7 is a representative horizontal cross-sectional view of the assembly of Figure6;; Figures 8 and 9 are views similar to Figure 7 but show alternative assemblies of panels; and Figure 10 is a perspective view of a gang nail plate which may be used in the assemblies of Figures 6 to 9.

The illustrated panel 10 is depicted as it would present itself in an upright wall or partition and will accordingly be described relative to this disposition. Panel 10 includes a top plate 12 and bottom plate 14, each being an aluminium extrusion of uniform cross-section, and a plurality of parallel primary beams or studs 16, each consisting of conventional 100 x 35mm pine timber.

Stronger timber, such as 100 x 50mm in cross-section, might be employed where application to outside floors or multi-storey structure was intended or where additional load bearing capability was required.

Respective pairs of broadhead nails 18 secure the plates to the studs, although the parts may merely be glued together with a suitable adhesive compound.

Each pair of studs 16 is braced by five equi-spaced beam segments or nogging members 22 consisting of 100 x 1 Omm or 100 x 12mm strips of particle board. A suitable board comprises pinus radiata flakes bound by a tannin formaldehyde resin. These segments are adhesively secured to the studs and at either side of the panel to respective 1 Omm sheets 24 of gypsum or like board facing the sides of the panel. Sheets 24 are also adhered to the studs 16. A suitable adhesive for use in securing the parts together would have residual elasticity after curing to ensure a degree of elasticity in the overall structure.

Top and bottom plates 12, 14 are shaped to provide a mutually nestable configuration so that two of the panels may be stacked or abutted (Figure ) where additional wall height, or a second storey, is required. Top plate 12 includes a broad, central, upwardly open and longitudinally extending channel portion 26 from the upper edges of which extend downturned angle flanges 28.

Flanges 28 provide horizontal, longitudinal extending seats 30 for roof bearers. trusses or the like and vertical faces 32 to which sheets 24 are fixed.

Bottom plate 14 includes a central, broad channel portion 36 similar to the channel portion 26 but dimensioned so that it can seat within the latter (Figure 5). Extending integrally from the upper edges of channel portion 36 are upturned angle flanges 38 providing respective horizontal longitudinally extending shoulders 40 for supporting studs 16 and vertical faces 42 affixed to the inside bottom edges of sheets 24.

Additional strips of particle board 23, 23a are adhesively disposed in the respective channel portions 26, 36 of top and bottom plates 12, 14 with their top surfaces flush with shoulders 30, 40, unless of course channel portion 26 is to receive a second panel as in Figure 5.

For passing water piping and electrical wiring through the interior of the panel, a plurality of runs are defined vertically through the panel by aligned apertures 60, in the top and bottom plates,61 in strips 23, 23a (Figure 2), and 6 ! in the various intermediate beam segments (Figure 4). Apertures 61, 62 are dimensioned to snuggly fit a standard water supply pipe but are somewhat smaller than apertures 60, so as to preclude the necessity to insert insulation grommets in the latter to prevent electrical connection between the wiring and the aluminium plates. This would constitute an important saving of a tradesman's time. Wiring and plumbing, heater elements and the like can also be disposed in the cavity 28a, 23a (Figure 5) defined beside top and bottom plate channel portions 26,36.

Where the illustrated panel was to be part of a conventional wall in a domestic dwelling, its major dimensions would suitably be 24 0mum plate-to-plate and 450mm between stud centres. Taking into account the component sizes given above, the thickness would be about 120mm and the spacing between segment centres about 75mm, a value which appears to give optimum support and stability without unjustified multiplication of beam segments. The length of the panels for delivery to the building site for pre-cutting would be determined by manufacturing and transport limitations, but 6m is presently believed to be satisfactory.

Depending on the circumstances, and in particular on the nature of the sheets 24, it may be possible to form an intersection of panels in a wall by merely gluing the end face of one panel, defined by a stud, to a sheet 24 of the other. However, sheets 24 are preferably gypsum board which typically comprises a paper sandwiched plaster we and it has been found that the expedient of gluing two or more of the panels together at wall intersections by applying adhesive along the interface between the panels may not always be entirely satisfactory as the strong bond provided by the adhesive may not be matched by a strong bond between the paper facing the wall board and the plaster encased by the paper.

In accordance with the invention, it is found that a very firm and secure joint permitting the panels to be cut intermediate their studs and yet not requiring additional studs may be achieved by coupling two of the panels together by connecting, in a plurality of pairs, adjacent beam segments of the panels.

All matching pairs of beam segments on the two panels may be bridged. Although a small number of bridging plates appropriately spaced relative to one another and to the upper and lower extremities of the panels will often suffice, it is found that an excellent joint is achieved with bridging plates at 75mum centres, the spacing of the beam segments in the panel of Figure 1 where the panel is the standard 2400mm height.

In some instances, it will of course be necessary to cut a slot in the bounding sheeting of one or both panels in order to insert the fastening plates. The corner should always be constructed so that the panels in assembly remain enclosed by their facing sheets where they had each contained sheeting on both sides prior to assembly. In that event, it may be necessary on occasion to slice one panel in such a manner that one of its facing sheets overlap the other to provide a seat for the second panel.

Figures 6 and 7 demonstrate a simple Tjomt in which one panel 101 is sliced vertically between studs 161 and brought into abutment with one of the facing sheets 241 of the other panel 102. A slot 50 (Figure 7) is formed in this sheet adjacent each beam segment 221, 222 and a gang nail plate 53, placed through each slot in turn and driven into the adjacent beam segments on the respective panels. To gain access for the driving implement, it may be necessary to cut and pull back a flap of wall board but this can be readily mended subsequently.

Figure 8 illustrates the case of a rightangle joint incorporating gang nail plate 63.

Here, one facing sheet 243 of one panel 103 overlaps the other sheet 244 by an amount required to seat the width of the second panel 104.

Finally, Figure 9 shows an end-to-end butt joint between two parallel components achieved by a bridging gang nail plate 73.

A preferred form of gang nail plate is shown at 80 in Figure l0. Spikes 82 are formed by punching out pointed pieces of plate to leave residual perforations 83. The spikes are arranged in two clusters 84, 85 each of five spikes and are shorter than the thickness of the beam segments into which they are to be driven. Clusters of three to seven are acceptable; less than three results in a substantially diminished bond and more than seven has a similar effect arising from damage to the beam segments.

Although the plates 12 and 14 of the i0us- trated panel are rendered mutually nestable, they may in general be identical so that the panel is symmetrical about a plane bisecting the studs 16 and the facing sheets 24. In such a case, both plates may be of the form of plate 12 but with their respective channels 26 both facing outwardly of the panel.

WHAT WE CLAIM IS: 1. In combination to form a panel assembly, a pair of building panels each comprising a facing sheet, a plurality of substantially parallel, spaced apart elongate primary beams secured along longitudinal faces to one side of the sheet tively pluralities of spaced beam segments attached to and extending perpendicularly to said primary beams, wherein the panels are coupled together by connecting, in a plurality of pairs, adjacent beam segments of the respective panels.

2. A panel assembly according to claim 1 wherein the beam segments are connected together by means of gang nail plates having spaced clusters of between three and seven spikes inclusive.

3. A panel assembly according to claim 2 wherein the gang nail plates have five spikes in each cluster.

4. A panel assembly according to claim 1, 2 or 3 wherein said beam segments of each panel are comprised of particle board.

5. A panel assembly according to claim 4 wherein the particle board comprises pinus radiata flakes bound by a tannin formaldehyde resin.

6. A panel assembly according to any preceding claim wherein the primary beams are joined at their ends to respective metal plates defining opposed edge faces of the panel.

7. A panel assembly according to claim 6 wherein the dilates are flanged and of a mutually nestable configuration so as to allow a plurality of the panels to be cooperably abutted edge-to-edge to give a wall of extended height.

8. A panel assembly according to claim 6 or 7 wherein aligned apertures are provided in the beam segments and plates and wherein a respective one of each said plurality of beam segments is disposed adjacent each plate and as its said aperture of apertures in registration with but somewhat smaller than a respective corresponding said aperture in the adjacent plate.

9. A panel assembly according to any preceding claim wherein the primary beams and beam segments of each panel are sandwiched between a respective pair of facing sheets.

10. A panel assembly according to any preceding claim wherein all joins within each panel are by an adhesive composition.

11. A panel assembly according to claim 10 wherein the beam segments are adhesively joined to the facing sheet or sheets.

12. A panel assembly according to claim 10 or 11 wherein the adhesive is such as to have a residual elasticity after curing.

13. A panel assembly according to any preceding claim wherein each said plurality of beam segments for each panel includes five beam segments intermediate the ends of the primary beams.

14. A panel assembly according to claim 13 wherein the five intermediate beam segment of the panels are connected together in five pairs. assembly according to any 15. A panel assembly according to any preceding claim further comprising aligned apertures in the beam segments, and plates if provided, for receipt of water supply conduits of electrical winng.

16. A method of construction comprising employing building panels each comprising a facing sheet, a plurality of substantially parallel, spaced apart elongated primary beams secured along longitudinal faces to one side of the sheet and respective pluralities of spaced beam segments attached to and extending perpendlcularly to the primary beams, said method comprising cutting building panels parallel to the pnmary beams to form a panels of desired, reduced lengths, and erecting walls made up of such reduced length panels and unreduced panels as required, adjoining panels being coupled together by connecting, in a plurality of pairs, adjacent beam segments of the respective panels.

17. A method according to claim 16 wherein the beam segments are connected together by means of gang nail plates having spaced clusters of between three and seven spikes inclusive.

18. A method according to claim 16 or 17 wherein the said beam segments of the employed panels are comprised of particle board.

19. A panel assembly or a method of construction substantially as hereinbefore described with reference to the accompanying drawings.

**WARNING** end of DESC field may overlap start of CLMS **.

Claims

**WARNING** start of CLMS field may overlap end of DESC **. of plate 12 but with their respective channels 26 both facing outwardly of the panel. WHAT WE CLAIM IS:

1. In combination to form a panel assembly, a pair of building panels each comprising a facing sheet, a plurality of substantially parallel, spaced apart elongate primary beams secured along longitudinal faces to one side of the sheet tively pluralities of spaced beam segments attached to and extending perpendicularly to said primary beams, wherein the panels are coupled together by connecting, in a plurality of pairs, adjacent beam segments of the respective panels.

14. A panel assembly according to claim 13 wherein the five intermediate beam segment of the panels are connected together in five pairs. assembly according to any

15. A panel assembly according to any preceding claim further comprising aligned apertures in the beam segments, and plates if provided, for receipt of water supply conduits of electrical winng.