[0001] This invention relates to the reinforcement of the walls. Reinforcement in this sense
includes mainly the stabilisation of existing walls, but can involve new walls in
certain circumstances.
[0002] One object of the present invention is to provide a system for an existing wall or
wall leaf which has cracked or slipped. Another is to secure adjacent walls or wall
leaves together in ways which locally reinforce the masonry materials being secured
together.
[0003] According to the present invention, there is provided a method for reinforcing a
wall which comprises forming a space in the wall material, locating a structural tie
in the space formed and grouting or cementing the tie in position, characterised in
that tie comprises a length of wire preferably of corrosion resistant material including
a core and preferably two or more externally projecting fins or ridges, the diameter
of the core being 2 to 6mm and the maximum diameter of the entire tie being 10mm.
[0004] For use between the inner and outer leaves of a cavity wall, the length of the wire
may be perhaps between 18 and 20cm. When used for stabilisation or reinforcement in
a brick wall, the length might be up to 1 or 2 metres, or about nine bricks' length.
[0005] The fins or ridges might be about 1 or 2 millimetres proud of the surface of the
core or possibly they might be a distance from the core equal to the diameter of the
core to leave a substantial flange providing a good grip in the surrounding wall material.
However the overall cross section of perhaps 8 or 10 millimetres is sufficiently small
to enable the tie to be inserted in the space left by raking out the mortar in cracked
brickwork, after which the wall would be repointed around the inserted reinforcement.
A tie (or ties) can easily be introduced into a long line of mortar between several
bricks, and if necessary can be bent to extend both vertically and horizontally. The
ease with which the tie can be bent is another advantage arising from the small core
dimensions and it enables a tie to have two bends so that its two ends are parallel
with each other and are joined by an intermediate portion at an angle to the two ends.
[0006] The fins give a good grip between the tie and the mortar and also define drip points
from which water can drop into a cavity to avoid moisture being transferred from one
wall to the other across the tie.
[0007] The tie can be easily made using a pair of rollers of novel form. The rollers will
have generally cylindrical surfaces with a parallel sided slot at the centre and then
as round or square section rod is fed into the nip of the rolls, the section will
be first out at the edge of the slots and then deformed so that the cut material is
squeezed into the gap between the rollers at their closest point to define a pair
of opposed fins. No material is lost but the material is deformed to leave a generally
rectangular sectioned core with fins extending from either side, and the section can
then be uniformly twisted in a subsequent manufacturing step. This generally forms
the subject matter of the present Applicants' EP-A-171250, from which the present
Application is divided.
[0008] The method of forming the fins by a combination of shearing and squeezing forces
work hardens and stretches the fin material without hardening the core material. This
predisposes the material for transformation by twisting into a tight and constant
helix without the need for annealing and provides maximum hardness in the fins.
[0009] If the slot is deep enough, wear on the rollers can be easily taken up by adjusting
the spacing between them, and in general the width of the fins can be chosen by appropriate
setting of the spacing between the rollers.
[0010] A single pass of the rollers can be sufficient to form the desired section, even
with a hard metal such as stainless steel. However, a double pass enables four fins
to be provided.
[0011] Another possible form of the wire is a triangular section, simply uniformly twisted
along its length, with a squared off end. The corner edges of the triangular section
will act nearly as well as the fins in embodiments involving embeddment in mortar.
[0012] The invention also provides for the use of a tie to provide tensile reinforcement
to improve the performance of structural members made of materials in which a particularly
efficient mechanical bond is necessary to transfer the stresses from the material
to the reinforcing wire. Such materials may include for example portland cement and/or
resin based concretes which are aerated or made with lightweight aggregates and natural
organic materials such as timber. The ties may be embedded in some materials as they
are cast and with others such as timber may be pressed into grooves cut in their surfaces.
Since the wires are made of a corrosion resistant material such as stainless steel
they can be used close to the surface of a member exposed to moisture in a corrosive
environment.
[0013] The ties can also assist in the transfer of loads from the end of one structural
member into another structural member which may be of a dissimilar material.
[0014] The invention may be carried into practice in various ways, and certain embodiments
will now be described by way of example with reference to the accompanying drawings
of which:-
Figures 1, 2, 3 and 4 are perspective views showing the configuration of four rods,
any of which may be used in accordance with the invention;
Figure 5 is a sectional elevation illustrating a method of manufacture of a rod of
cross section similar to that shown in Figure 1, from a round section bar;
Figure 6 is a section that can be achieved from the rod of Figure 5;
Figures 7 and 8 are sketches illustrating various uses of a tie between two walls
as they are being built;
Figures 9 and 10 are an elevation and a section of brickwork reinforced by a rod as
shown in any of Figures 1 to 4; and
Figure 11 shows cracks and a lintel in brickwork for which the reinforcement of Figures
13 and 14 is suitable.
[0015] The rod shown in Figure 1 is straight and of constant cruciform cross section, the
arms of the cruciform being uniformly twisted about the axis of the rod and forming
helical ribs or fins 4 around the central solid core of the rod. The rod shown in
Figure 2 is of constant triangular cross-section and is uniformly twisted with a pitch
of approximately twice the maximum cross-sectional dimension of the rod. Figure 3
shows a straight bulbous rod of varying circular cross section, having annular rings
8 in the form of truncated spheres. Uses of the above described rods as wall ties,
and mortar reinforcing bars will be described below, but firstly the important features
of each of the types of rod will be outlined.
[0016] Figure 4 shows a rod having one end formed with axially arranged flat sections 9
alternately in planes at right angles to their neighbours.
[0017] The helical ribs 4 of the rod shown in Figure 1 served to provide a strong grip of
the rod within mortar over short distances of embedment or penetration; the curves
6 of the rod shown in Figure 2, the rings 8 of the rod shown in Figure 3, and the
sections 9 in Figure 4, also provide a strong grip of the respective rod when set
within mortar. A further feature of the helical ribs 4 is that they provide the rod
with natural drip features which hinder the passage of water in an undesirable direction
ie. from an outer to an inner wall, along the surface of the rod by providing localised
downward inclinations due to the helix angle of the ribs, even when the general axis
of the rod is slightly inclined upwardly; the twists 6 and the rings 8 of the rods
shown in Figures 2 and 3 and the plates 9 of the rod shown in Figure 4 respectively
also provide a profile giving this feature.
[0018] The helical ribs 4 of the Figure 1 embodiment may be as shown in Figure 1 with two
opposed thick ribs 11 alternating with thinner ribs 12; but alternatively the uniform
section may be as shown in Figure 6 with four equally circumferential spaced ribs
13 extending from the sides of a square.
[0019] The bending of the rod about the axes perpendicular to the general axis of the rod
of Figure 5 is easier in a direction parallel to the plane of the thicker ribs 11.
Therefore since the helix transposes this being axis through one complete revolution
per helix pitch, this relatively easy bending of the rod can be achieved in all directions
perpendicular to the general axis of the rod, without variation in axial strength
at any point along the rod since the cross sectional area of the rod remains constant.
This ease of bending of the type of rod shown in Figures 1 and 5 or 6 enhances flexibility
of the rod thus enabling settlement of walls between which the rod is fixed to be
accommodated.
[0020] The overall diameter of the rods is such as to enable the rods to be incorporated
within a mortar layer of a wall, ie. about 4-8mms in a layer about 8-14mms thick.
The rods are made from a strong flexible non-corrosive material such as copper or
stainless steel so that a rod of the diameter as stated above may hold an outer wall
against wind suction and pressure yet flex readily to accommodate different settlement
of walls between which the rod is affixed and not corrode after long exposure to the
atmosphere or encasement in mortar.
[0021] In a simple form of the invention, the wire is merely a uniformly twisted length
of triangular cross-section, with a squared-off end.
[0022] Uses of the rod shown in Figure 1 will now be described and it will be appreciated
that rods of the types shown in Figures 2, 3 and 4, may be similarly utilised as well
as those described in the preceding paragraph.
[0023] Figure 7 shows a wall tie 15 comprising a rod of the type shown in Figure 1 which
is bent in two places 16 in equal, but opposite directions so that the tie 15 has
a cranked middle portion 17 and two end portions 18 and 19 all of which portions have
co-planar axes, the axes of end portions 18 and 19 also being parallel. The length
of the cranked portion 17 is such that when the end portions 18 and 19 of the tie
are embedded in mortar layers of parallel inner and outer brick walls 21 and 22 respectively,
the bends are just within the cavity 23 between the walls yet each is adjacent the
face of a different wall. Difference in level between the walls 21 and 22 is accommodated
by the natural rotation of the tie 15 about the axis of one of its end portions 18
when rested on the course of one of walls 21 so that the cranked portion 17 swings
around until the other end portion 19 rests on the required course of the other wall
22. This rotation does not affect either the thickness of the tie ends to be accommodated
within the thickness of the mortar - since the rod section is effectively contained
within a circular envelope - or the relative positions of the bends 16 with relation
to the cavity faces of the walls.
[0024] The figure shows alternative positions of the end 19 for different levels of the
bricks on the wall 22.
[0025] The helical ribs or fins 4 of the cranked portion 17 provide drip points, as described
above, which prevent water running across the cavity bridge throughout a range of
rotational positions of the tie 15, even when there is a slight back fall (of up to
15
o) of the cranked portion. Thus, the range of acceptable arc of rotation of the tie
is approximately 210
o if one considers both sides of a vertical datum. Good location of the end portions
18 and 19 within the mortar beds is also achieved by the helical ribs 4 when the mortar
sets around them.
[0026] Figure 8 shows the tie 15 in use as described above, but performing the additional
function of locating a slab 25 of insulation material for example foamed plastics,
at one side of the cavity 23. The location of the slab 25 is achieved by pushing one
end of the tie 15 through the slab like a skewer, until the bend lies within the slab
and the slab is axially located on the tie 15 both the helical ribs 4 and by the bend.
[0027] The rods shown in Figures 1-4 can be used as mortar reinforcing rods as shown in
Figures 9, 10 and 11. A crack as shown at 51 or 52 in Figure 11 can be reinforced
by removing about a quarter - say 25mm - into the wall, of the layer of mortar for
some distances to each side of the crack, positioning the rod 53 longitudinally between
the bricks, and repointing the wall as shown at 54 in Figures 9 and 10. Brick lintels
can also be reinforced using the above method and by overlapping the rods as at 55,
the reinforced bricks can be made to act as beams.
[0028] The inserted reinforcing rods may be long enough to extend through the length of
at least 2, and perhaps 3 or 4 bricks, or even 9 bricks as shown in Figure 11.
[0029] The preferred helical rod shown in Figure 1 is conveniently produced from square,
rectangular, or round, section austenitic stainless steel wire by a single or double
pass rolling-shearing process shown in Figures 5 followed by twisting. The rollers
56 and 57 are each approximately 150mm in diameter and each has a rectangular section
circumferential groove 58 around its mid portion. The very pronounced fins, which
are required to provide a good anchorage within mortar, are formed by shearing and
squeezing the material in the area of A so that it is transferred to the adjacent
area of B of the fin. The fins become work hardened due to the above process, but
the core remains unhardened, thus giving a desirable configuration of hardened fins
with good cutting and wear resistant properties, and an unhardened core with good
flexibility. Because the space between the rollers 60 and 62 can be adjusted it is
possible to alter the fin thickness. Sharpening of the cutting edges 59 of the grooves
58 is possible by use of a grinding stone between the sides of the grooves while the
rollers are rotated. The bevels 60 can also be sharpened by application of a square
grinding stone to the groove away from the common tangential space between the two
rollers. The groove depths are made to allow for a substantial amount of re-sharpening
resulting in a reduction in roller diameter and hence groove depth. Further adjustablility
of the rollers can be achieved by dividing them along the line marked x-x so that
they may be bolted together with shims inserted, thus enabling the cutting space between
the edges to varied, and hence different size wire to be accommodated.
[0030] A single pass would produce a section as shown dotted in Figure 5. A second pass
with the rod rotated through 90
o could produce the four-finned section shown in Figure 6. In each case material is
cut and squeezed from the original section to the fins.
[0031] Uniform twisting follows to leave a long length of formed wire which can be cut into
suitable lengths and cranked as necessary.
1. A method for reinforcing a wall which comprises forming a space in the wall material,
locating a structural tie in the space formed and grouting or cementing the tie in
position, characterised in that tie comprises a length of wire (15) of corrosion resistant
material including a core and externally projecting fins or ridges (4), the diameter
of the core being 2 to 6mm and the maximum diameter of the entire tie being 10mm.
2. A method as claimed in Claim 1, characterised in that the space is formed in a mortar
layer (54).
3. A method as claimed in Claim 1 or Claim 2, characterised in that the space is formed
as the wall is being built.
4. A method as claimed in Claim 1 or Claim 2, characterised in that the space is formed
in an existing mortar layer (54).
5. A method as claimed in any preceding Claim, characterised in that the space is formed
in the two leaves (21,22) of a cavity wall.
6. A method as claimed in any of Claims 1 to 4, characterised in that the space is formed
in a single leaf, optionally spanning a zone of weakness such as a crack (51,52).
7. A method as claimed in Claim 6, characterised in that a series of overlapping ties
(55) are grouted into the space formed.
8. A method as claimed in any preceding Claim, characterised in that the tie has a substantially
uniform cross-section and two or more fins or ridges (4) which follow a continuous
helical path about the axis of the core.
9. A method as claimed in any preceding Claim, characterised in that the fins or ridges
(4) are equiangularly spaced about the core and extend equally from the core in a
radial direction.
10. A method as claimed in Claim 8 or Claim 9, characterised in that the fins (4) are
formed by repositioning material from the wire and subsequently twisting the wire
(15).