EP2546428B1

EP2546428B1 - Wall stud

Info

Publication number: EP2546428B1
Application number: EP12187680.9A
Authority: EP
Inventors: Anthony J. Fillingham
Original assignee: Mitek Holdings Inc
Current assignee: Mitek Holdings Inc
Priority date: 2009-06-01
Filing date: 2010-06-01
Publication date: 2013-12-25
Anticipated expiration: 2030-06-01
Also published as: DK2546428T3; EP2261434B1; DK2261434T3; GB0919897D0; GB0909349D0; GB2470796A; EP2546428A1; GB2470721A; EP2261434A1

Abstract

A stud for use in timber frame walls comprising two parallel elongate timber posts joined together by at least a pair of struts, each strut having three conjoined sections comprising a first short section, a second longer section connected at an obtuse angle to the first section and a third short section connected to the second section at an obtuse angle and being generally parallel to the first section, with the first and third sections of each strut fixed to and parallel with the respective timber post so that the second sections form a bridge between the timber posts, and wherein the two struts are on opposing elongate faces of the timber posts.

Description

Introduction

The present invention relates to a wall stud and a wall using such a stud.

Background

There is an increasing need for lower cost housing in which a larger proportion of a building is useable as living space. There is also an increasing need for better insulated buildings and constructions in which a minimum of non-living space is heated, so as to make heating more economical and to reduce the carbon footprint of new buildings both from an ecological point of view and to meet modern legal standards.
There is also an increasing need for more insulation to be incorporated into walls to reduce CO₂ emissions and meet ever more stringent building regulations. Thicker insulation requires the walls to be deeper. However deeper walls of conventional construction require thicker stud timbers which increases the cost considerably. In addition thicker timbers are heavier and thus more difficult and expensive to transport and handle and walls made of thicker timbers require stronger support.
US 4 435 929 discloses a stud for use in timber walls according to the preamble of claim 1.
Braces are known in the building industry for strengthening timber frames and one example is given in US 3,591,997 in which a sheet metal channel member is arranged to form a diagonal brace connecting several upright members of a frame.
Metal web members for pre-manufactured wooden trusses are also known of V, U, W or S shapes. They are shown for example in US 5,996,303 and are used for horizontal roof trusses and floor joists.

Summary of the Invention

According to the invention there is provided a stud for use in timber frame walls comprising two parallel elongate timber posts joined together by at least a pair of metal struts, each strut having three conjoined sections comprising a first short section, a second longer section connected at an obtuse angle to the first section and a third short section connected to the second section at an obtuse angle and being generally parallel to the first section, with the first and third sections of each strut fixed to and parallel with the respective timber post so that the second sections form a bridge between the timber posts, and wherein the two struts are on opposing elongate faces of the timber posts, and each one of the pair is arranged in opposite orientations, such that the second sections of each strut form a cross separated by the depth of the timber posts.
Each wall stud comprises a plurality of pairs of crossed struts being arranged at spaced intervals along its length.
A wall stud constructed in this manner can be used instead of a traditional timber wall stud or can be preassembled into a wall section or complete wall by joining together several such studs.
The struts may be formed with protrusions in a region of each of the first and third sections which can be pushed into a timber surface to positively engage and grip the side of the timber chords. Such protrusions preferably take the form of integral punched metal fasteners, i.e. nailbeds. Alternatively the struts could be provided with holes to accommodate nails, screws or rivets for fastening to the timber surfaces.
Preferably the struts are made of steel, and they may be stamped out of metal sheets. They may be formed by stamping V shaped forms and then breaking the V shape in half at the root of the V to make two symmetrical half struts. The steel plate used can be of relatively thin gauge because the arrangement of the crossed struts form very strong structures. The steel plate may be stamped to form struts of uniform width along their length and then peripheral portions along the edges of the second section may be folded over, e.g. at right angles to the plate, so as to add lateral strength to the strut.
Such struts make assembly of wall studs relatively easy and quick and provide increased strength to the studs. They are versatile since they can be made in a variety of sizes and shapes and can be manufactured to close tolerances.
Wall studs constructed in this way have a cavity running along their length to accommodate insulation and building services such as electric wires or pipes without affecting the integrity of the structure.
The thicker the wall the more insulation can be installed, increasing the thermal resistance of the wall and decreasing the U value to meet modern building standards. Using the invention allows the wall thickness to be increased without using thicker timbers with consequent savings in cost and weight.
In addition a wall made in accordance with the invention has a cavity running along the whole height and length, rather than just between stud timbers and hence insulation is easier to install. Also building services such as wires and pipes are easier to fit.
If studs are required for eccentrically loaded locations it is relatively easy to increase the member size of one of the stud sections whilst maintaining the same strut size.
Use of such struts increases the bending stiffness in the plane of a stud without increasing the volume of the timber used. Economy of timber usage is a significant advantage of the invention.

Specific embodiments

For a better understanding of the present invention and to show how the same may be carried into effect, reference will now be made, by way of example, to the accompanying drawings, in which:

Figure 1 is a perspective view of a rafter not forming part of the invention;
Figure 2 is a side view of part of the rafter of Figure 1 showing more detail;
Figure 3 is a schematic view of a strut used in the construction of the rafter of Figures 1 and 2;
Figure 4 is a schematic view of an alternative embodiment of the strut of Figure 3;
Figures 5 to 13 illustrate construction of a roof using rafters;
Figure 14 is a perspective view of a wall section constructed of studs according to the invention.

Detailed description of drawings

Figures 1 and 2 illustrate a roof rafter 41. Figure 1 shows a perspective view of the whole length of the rafter 41 and Figure 2 shows an enlarged schematic view of part of the rafter 41. The rafter 41 comprises two spaced apart parallel timber chords 9 and 10 connected by metal struts 1a and 1b on opposite sides of the chords 9 and 10.
Towards the upper end of the rafter 41 a bearing member 45 is plated onto the lower chord 10 (which is on the left hand side as shown in Figure 1) by a series of punched metal plate fasteners. A second bearing is provided at the lower end of the rafter by a timber cross piece 47 joining the two chords 9 and 10. An overhang 49 is provided by making the upper chord 9 longer than the lower chord 10.
Figure 2 is a side view of part of the rafter showing more detail of the crossed pairs of struts 1a and 1b connecting the chords 9 and 10. In each pair, one strut 1a is on the near sides of the chords 9 and 10 and one strut 1b is on the far sides of the chords 9 and 10, as viewed in the figure. It can be seen that each pair of struts forms a cross shape, with the diagonals of the crosses keeping the two chords 9 and 10 apart. The crossed pairs of struts 1a and 1b may be fastened to the chords 9 and 10 at any position but, in one example, they are spaced a distance of about 0.6 metres and each extends a total of 0.3 metres along the length of the rafter.
The design of the struts 1a and 1b is shown in Figures 3 and 4. Each strut has three sections 2, 3 and 4. End sections 2 and 4 are parallel to each other and make an obtuse angle with the middle section 3. In Figure 3 on each of the end sections there is a nail plate or a set of protrusions 5, 6 standing out from the surface of the strut 101 for engagement with the timber chord. Preferably the protrusions are each tapered to a relatively sharp point to make it easier to insert them into undrilled timber, for example by means of pressing the end sections against the timber. Such pressing will be done using an industrial press to apply an appropriate pressure to fully embed the protrusions in the timber. The struts 1a, 1b are preferably formed of metal which may be pressed or cast, and are advantageously formed of steel. They may be pressed out of a metal blank as a V shape and then split or cut at the base of the V to form two separate struts. The struts may be pressed with uniform width along their length and then the edges folded over along peripheral parts of the sides of the middle section to increase the lateral strength and rigidity of the strut.
Figure 4 shows an alternative embodiment of a strut 1a, 1b in which the end sections 2 and 4 are provided with holes 7 and 8 by which the strut may be fixed to the timber chords 9 and 10 using nails, screws or rivets.
Figures 5 to 13 illustrate steps in the construction of a roof using rafters.
Figure 5 illustrates the top floor 21 of a building onto which a roof is to be added. This top floor 21 may be formed using prefabricated floor cassettes constructed of double timber floor joists connected by a frame and boarded over. A hole 19 is provided for a staircase (not shown). This top floor 21 is constructed to be level and square so as to provide a good base to work from for construction of the roof. Floor cassettes make it easier to achieve this since they can be constructed to high tolerances in the factory and can be laser levelled on site. However cassettes are not essential and any traditional top floor surface can be used.
Two lower flat- top spandrels 23 and 24 are then erected on opposite long sides of the laser levelled top floor 21 as shown in Figure 6. Each of these spandrels 23 and 24 are approximately trapezoidal in shape with a frame comprising an upper horizontal chord 61 generally parallel to a lower horizontal chord 62 and joined by two sloping chords 71 and 72 and two vertical stub chords 70. A plurality of internal vertical webs 63 are located in the frame to increase strength and rigidity, but no horizontal chords are used since these are more difficult to press. The chords and webs are all joined together with punched metal plate fasteners.
Subsequently one or more ceiling cassette frames 29 are craned into position as shown in Figure 7, which illustrates two such ceiling cassette frames 29. These rest on the top chords 61 of the lower spandrels 23 and 24 and are located by means of a locator channel 65 in the top surface of one or each upper chord 61. This channel is formed by a three ply construction of the top chord 61, for example using 97mm inner and outer chords and a 72mm internal chord.
These ceiling cassettes 29 are then insulated and decked as shown in Figure 8, so that the roof space above is a cold roof space to avoid unnecessary heating of the loft space in the finished building. The ceiling cassettes may be pre-insulated and decked in the factory before being installed on site.
As shown in the figures the ceiling 29 has upstanding edge beams 46a, 46b to support the roof rafters as explained later. The edge beams 46a and 46b are fitted with ceiling noggins 58 (see Figure 8) which are angle cut so as to meet the roof rafters at an appropriate angle.
Two relatively low timber frame walls 22 are then built on the other two opposite short sides of the floor 21 as shown in Figure 9 so as to abut the spandrels 23, 24 at the stub beams 70.
Triangular shaped upper, apex, spandrels 30 are then lifted into position on top of the ceiling cassette 29 and aligned with the lower spandrels 23, 24 as shown in Figure 10. These apex spandrels 30 may also incorporate a locator groove in the underside surface of their horizontal beam to make fitting on site easier and more accurate.
As shown in Figure 11 an elongate rafter cassette 40 is positioned to bridge the gap between the low wall 22 and the edge beam 46b on the ceiling cassette 29. In this example the rafter cassette 40 comprises three of the double chorded rafters 41 of Figure 1, but it may comprise more rafters as required. These are joined together at the upper end by a timber connecting piece 42 and boarded on the underside for example with OSB 43.
The bearing members 45, which are plated onto the lower timber chords 10, rest on the top of the edge beam 46b of the ceiling cassette 29. The rafter cassette 40 is also supported at its lower end by the bearing surface 47 resting on the low wall 22. The rafter cassette 40 overhangs the low wall 22 as shown at 49 because of the extended upper chord 9, and abuts the side of the sloping beam 71 of the spandrel 23. The rafter cassette 40 may be pre-insulated between the rafters and insulation may also be pressed between the timber chords during manufacture. The cassette 40 may also be felted and counter-battened during manufacture in the factory to make roof construction faster on site. Alternatively the roof may be insulated and subsequently felted and counterbattened on site.
In Figure 12 a second rafter cassette 50 is positioned adjacent the cassette 40. Each rafter cassette 40, 50 comprises three rafters 41 but cassettes of any suitable number of rafters 41 may be produced. Cassette 50 is constructed with an opening 51 for a dormer window.
In Figures 11 and 12 the apex spandrels 30 are omitted so as to show more detail of the other features.
After all of the rafter cassettes 40, 50 have been positioned on one side of the roof to fill the gap between the spandrels 23 and 24 then rafter cassettes are assembled on the other side of the roof from gable to gable as shown in Figure 13.
Dormer windows are then installed in the relevant openings such as 51 and the whole roof is then completed with felting and weatherproof roofing material such as tiles.
Figure 14 illustrates a skeleton wall structure 15 comprising five wall studs 12 each comprising two generally parallel posts 9 and 10, fastened together with three pairs of struts 1a and 1b. Three of the struts 1a are on the near sides of the posts 9 and 10 and three of the struts 1b are on the far sides of the posts 9 and 10 as viewed in the figure. Each pair of struts forms a cross shape, with the diagonals of the crosses are separated by the depth of the posts. Such a wall stud 12 may be constructed to be any size but typically would be around 2.35 metres long with a depth of 0.200 metres. The crossed pairs of struts 1a and 1b may be fastened to the posts at any position but in one example they are separated by a distance of about 0.6 metres and each extend a total of 0.3 metres in the direction of the stud.
The studs 12 are attached together at their ends with planks 13 and 14 to form the skeleton wall structure 15, which is boarded on one side as shown as 16.

Claims

A stud (12) for use in timber frame walls (15) comprising two parallel elongate timber posts (9, 10) joined together by at least a pair of metal struts (1a, 1b), each strut having three conjoined sections comprising a first short section (2), a second longer section (3) connected at an obtuse angle to the first section and a third short section (4) connected to the second section at an obtuse angle and being generally parallel to the first section, with the first (2) and third (4) sections of each strut fixed to and parallel with the respective timber post (9, 10) so that the second sections (3) form a bridge between the timber posts, and wherein the two struts (1a, 1b) are on opposing elongate faces of the timber posts, and each one of the pair is arranged in opposite orientations, characterized in that the second sections (3) of each strut form a cross separated by the depth of the timber posts, and a plurality of said pairs of crossed struts (1a, 1b) are arranged at spaced intervals along its length.
A stud according to claim 1, wherein the struts (1a, 1b) are formed with protrusions (5, 6) in the form of integral punched metal fasteners in a region of each of the first (2) and third (4) sections which protrusions are adapted to be pushed into a timber surface to positively engage and grip the timber.
A stud according to claim 1, wherein the struts (1a, 1b) are provided with holes (7, 8) to accommodate nails or screws or rivets for fastening to the timber surfaces.
A stud according to claim 1, wherein the struts are formed by stamping V shaped forms from steel sheets and then breaking the V shape in half at the root of the V to make two symmetrical half struts.
A stud according to claim 1, wherein the struts are formed by stamping to form struts of uniform width along their length and then peripheral portions along the edges of the second section are folded over, generally at right angles to the plate.
A wall section formed by joining together a plurality of studs according to claim 1.