Wall tie

Abstract

 A wall tie (10) including, in a region to be received within a mortar course, a surface (17a,17b) angled to the plane of the mortar course in which it is to be embedded in such a direction that the application of a force to the tie (10) to move the tie in the mortar course in the direction of the length of the tie (10) results in a wedging action tending to separate the brick or block courses above and below the tie so that such movement is resisted inter alia by the weight of that part of the wall above the wall tie (10) acting thereon.

Description

[0001] This invention relates to a wall tie for securing a brick or block built wall to a support structure, for example for securing one leaf of a cavity wall construction to the other leaf thereof.

[0002] Wall ties are generally arranged to be embedded in the mortar course positioned between the courses of bricks or other building blocks used in the construction of a cavity wall in order to secure the tie to the construction. One common problem with many known wall ties is that if they are subject to forces tending to withdraw the tie from between courses of the wall, the resistance to such a force is relatively low, and movement of the wall tie occurs, followed by fracture of the mortar course.

[0003] It is an object of the invention to provide a wall tie in which the above described problem is reduced.

[0004] According to a first aspect of the present invention there is provided a wall tie including, in a region to be received within a mortar course, a surface angled to the plane of the mortar course in which it is to be embedded in such a direction that the application of a force to the tie to move the tie in the mortar course in the direction of the length of the tie results in a wedging action tending to separate the brick or block courses above and below the tie so that such movement is resisted inter alia by the weight of that part of the wall above the wall tie acting thereon, characterized in that the wall tie is provided with a longitudinal fold defining a region of generally V-shaped cross-section of depth increasing from a minimum adjacent the centre region of the wall tie, the V-shaped region defining the angled surface.

[0005] The wall tie preferably comprises a shaped metal strip, preferably a stainless steel strip.

[0006] The wall tie preferably has an inverted W-shaped cross-section in the region of the angled surface.

[0007] The wall tie may include a generally flat region to facilitate manual bending allowing vertical adjustment of the wall tie.

[0008] The wall tie preferably further includes an upstanding wall extending generally perpendicularly to the length of the wall tie.

[0009] Preferably, the upstanding wall subtends an angle of 85 to 90° with the horizontal, in use.

[0010] Preferably, the upstanding wall defines part of the boundary of an aperture provided in the wall tie.

[0011] The invention will further be described by way of example with reference to the accompanying drawings, in which:

Figure 1 is a side view of a wall tie according to a first embodiment of the invention;

Figure 2 is a plan view of the wall tie of Figure 1;

Figure 3 is a side view of a wall tie according to a second embodiment;

Figure 4 is a plan view of the embodiment of Figure 3;

Figure 5 is side view of a wall tie according to a third embodiment; and

Figure 6 is a plan view of part of the wall tie of Figure 5.

[0012] The wall tie of Figures 1 and 2 is formed using progression tooling from an elongate strip 10 of stainless steel, although for some applications galvanised steel and mild steel may be suitable materials. The tie is approximately 200 mm in length and 20 mm in width at its widest point. The tie is intended for linking two parallel leaves of brick or block of a cavity wall and so the tie is symmetrical about its transverse centreline.

[0013] A region 12 of length approximately 25 mm at the centre of the wall tie is folded about the longitudinal centre line of the base strip so as to take an inverted V-section form the apex of which is rounded. At each end of the region 12 the apex of the fold is deformed downwardly to provide two apices 16, the strip assuming an inverted 'W' cross-section the depth and width of the central 'V' of which increases progressively towards the respective end of the tie. Thus the apices 16 of each half of the tie diverge from their common start point to maximum spacing adjacent the respective end of the tie. It will be recognised that the provision of longitudinal folds increases the rigidity of the wall tie.

[0014] The lower faces 17a of the 'V' 17 of each inverted 'W' region are thus inclined to both the vertical and the horizontal (assuming that the tie is positioned horizontally) as, correspondingly, are the upper faces 17b of the 'V' of each inverted 'W' region. It will be recognised therefore that any attempt to withdraw the embedded inverted 'W' region of the tie from between the courses of the wall would generate a two-fold wedging action at the upper and lower faces of the 'V' 17 tending firstly to drive the upper and lower courses of bricks or block apart against the weight of the wall above, and secondly to split the mortar course laterally displacing solid mortar in the plane of the mortar course against the resistance of the remainder of the mortar course.

[0015] Each end of the wall tie is provided with an elongate aperture 20 the outer end margin of which is bent to define an upstanding wall 22 which, in use, preferably extends at 85 to 90° to the horizontal, the upstanding wall 22 extending generally perpendicular to the length of the wall tie.

[0016] In use, during construction of a cavity wall, a first end of each wall tie is positioned in the mortar provided on top of a first course of bricks or other building blocks of a first leaf of the wall before a second course is provided thereon, the mortar extending through the elongate aperture 20. When the tie is correctly positioned, the apices 16 of each inverted 'W' region extend generally horizontally. The opposite end of each wall tie extends into the mortar provided between courses of bricks or other building blocks of the other leaf in a similar manner.

[0017] In use, should the leaves tend to separate or move towards one another the wall ties provided between the leaves become subject to forces tending to move them relative to the leaves, within their mortar course and perpendicular to the wall. Such movement of a tie relative to the leaf in which it is embedded is resisted by the weight of the wall above the tie and the lateral integrity of the mortar course as described above. It is recognised that in the absence of the walls 22 there is a slight risk of a small slippage of the tie in the mortar course before the wedging action of the faces of the 'V' is fully effective. However the walls 22 keyed into the mortar course resist such slippage.

[0018] As shown in Figures 1 and 2, the wall tie further includes a second aperture 24 provided at each end thereof. The apertures 24 are provided for the purpose of positioning the wall tie during the progression tooling process. However, in use, mortar will extend through the apertures 24 and so they may further act to resist movement of the wall tie in the mortar course.

[0019] The centre region 12 of the wall tie is stamped to provide three parallel ribs 26 which, in use, act as drip points defining a water barrier to prevent water from crossing the cavity of the wall. Additionally the ribs 26 enhance the rigidity of the region 12.

[0020] The embodiment illustrated in Figures 3 and 4 includes an end similar to the ends of the wall tie described above in relation to Figures 1 and 2, and a second end including a pair of grooves 30 arranged to receive the inturned edges of a generally C-shaped elongate member 32 embedded in a vertical orientation in the face of a cast concrete pillar 34 or other support structure.

[0021] In use, the wall tie is attached to the C-shaped member 32 by inserting the second end of the wall tie into the groove thereof, and then rotating the wall tie by approximately 90°. The first end of the wall tie is then positioned in the mortar between courses of bricks or other building blocks during construction of that leaf of the wall, as described above.

[0022] In a modification the wedge shaping of the end region of the tie is received within a corresponding re-entrant wedge shaping of a metal channel and the grooves 30 are dispensed with.

[0023] The embodiment of Figures 5 and 6 includes end regions 40 of similar form the inverted 'W' regions described above but with the apertures 20 omitted and the function of the walls 22 performed by downturned end wall 48. In this arrangement the 'V' formation with the horizontally and vertically inclined faces assumes greater prominence than the inverted 'W' aspect, the inverted 'W'-section including narrow lips 44 which enhance the rigidity of the tie.

[0024] The or each 'W'-section region 40 is spaced from an inverted V-section central region 46 by a generally flat region 42 which facilitates bending, if desired, to adjust the wall tie so as to be suitable for use in situations in which the courses of bricks or other building blocks used in the leaves of the cavity wall do not align horizontally. Naturally this feature could be incorporated in the design of Figures 1 and 2 if desired.

[0025] The wall tie of the third embodiment includes an upstanding wall 48 performing the function of the wall 22 of the embodiment in Figures 1 and 2, but does not include the elongate aperture 20. If desired, the wall tie of the third embodiment may be provided with an elongate aperture through the mortar course would extend, but as an alternative the tie may be provided with a plurality of small apertures through which the mortar extends, in use. The wall tie further includes a pressed rib 50 forming a water barrier as described above in relation to Figures 1 and 2.

[0026] In each of the embodiments the U or rounded V-shape in cross-section of the central region of the tie ensures that the tie has good strength in compression and the overall configuration of each embodiment produces a strong and effective tie utilizing a minimum of material so as to optimise cost efficiency, in relation to conventional ties of comparable strength.

Claims

1. A wall tie including, in a region to be received within a mortar course, a surface (17a, 17b) angled to the plane of the mortar course in which it is to be embedded in such a direction that the application of a force to the tie to move the tie in the mortar course in the direction of the length of the tie results in a wedging action tending to separate the brick or block courses above and below the tie so that such movement is resisted inter alia by the weight of that part of the wall above the wall tie acting thereon, characterized in that the wall tie is provided with a longitudinal fold defining a region (17) of generally V-shaped cross-section of depth increasing from a minimum adjacent the centre region of the wall tie, said region (17) defining the angled surface (17a, 17b)

2. A wall tie as claimed in Claim 1, characterized in that the wall tie comprises a shaped metal strip.

3. A wall tie as claimed in Claim 1 or Claim 2, characterized in that the wall tie has an inverted W-shaped cross-section in the region of the angled surface (17a, 17b).

4. A wall tie as claimed in any one of Claims 1 to 3, characterized by a generally flat region (42) to facilitate manual bending allowing vertical adjustment of the wall tie.

5. A wall tie as claimed in any one of Claims 1 to 4, characterized by an upstanding wall (22, 48) extending generally perpendicularly to the length of the wall tie.

6. A wall tie as claimed in Claim 5, characterized in that the upstanding wall (22, 48) subtends an angle of 85 to 90° with the horizontal, in use.

7. A wall tie as claimed in Claim 5 or Claim 6, characterized in that the upstanding wall (22) defines part of the boundary of an aperture (20) provided in the wall tie.

Drawing