EP0171250A2

EP0171250A2 - Method of making a wall tie and tie made by the method

Info

Publication number: EP0171250A2
Application number: EP85305405A
Authority: EP
Inventors: William John Bernard Ollis; William Henry Ollis
Original assignee: Individual
Current assignee: Individual
Priority date: 1984-07-31
Filing date: 1985-07-29
Publication date: 1986-02-12
Also published as: DE3588038D1; EP0494099A2; EP0171250B1; EP0494099A3; DE3588038T2; EP0494723A2; EP0171250A3; EP0494723A3; EP0494099B1; DE3586701T2; GB8419523D0; DE3586701D1

Abstract

Reinforcements and ties are in the form of a length of wire (15) having a core, and a number of externally projecting fins or ridges (4, 6, 8) which are conveniently of helical form as by being on a twisted wire of uniform cross-section. The fins and the indentations between them can define drip points so that if a length of wire is used as a wall tie between the two leaves (21, 22) of a cavity brick wall water will not pass from one leave to the other across the cavity but will drip into the cavity from a drip point.

A wire can be easily inserted into the two leaves of a cavity wall whether both leaves are being built as a new wall or whether one leaf is being built as a lining to an existing wall, or whether both walls already exist and require old wall ties to be replaced. It may be necessary to dril a pilot hole of the same diameter as the core of the wire into which the wire can be driven hv a hammer with the fins cutting into the masonry as the wher urns. The wire may be cranked in two places (16i .₀ have end C18 191 narallel with each other hut spaced in the plane of the wire for easy accommodation of any vertical spacing between the mortar layers of respective inner and outer brick walls on either side of the cavity.

The wire may be formed by one or two passes between a pair of slotted rollers with the material being deformed to take core material to the fins.

The wire can also be used for reinforcing cracked brickwork or even causing timber or brick components to be reinforced.

Description

This invention relates to reinforcements and ties for example for use in the walls of brick walled and other buildings.
One object of the invention is to provide a cheap and easy-to-use tie for securing together the inner and outer walls of a cavity wall principally for use in new building, but possibly also for use as a replacement tie in an old building where the tie has failed. Another object is to provide reinforcement where an existing wall has cracked or slipped .
According to one aspect of the present invention a wall reinforcement or a wall tie comprises a short length of wire,preferably of stainless steel, but possibly of copper or some other material, having a uniform cross section consisting of a core and a number of externally projecting fins, and preferably having a uniform twist along its length.
For use as a wall tie between the inner and outer walls of a cavity wall, the length of the wire may be perhaps between 18 and 20 cm whereas for use as reinforcement for a brick wall, the length might be up to-1 or 2 metres.
A preferred feature of the invention is the smallness of the core of the cross section which may be about 2-6mm in diameter so that it is fine enough to be driven into unbored material or only needs a very fine bore hole to be driven into. The fin or fins 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 for cutting into and making a good grip in the surrounding wall. However the overall cross section of perhaps 8 or 10 millimetres can be little enough to enable a length of the wire to be inserted in the space left by raking out the mortar in cracked brickwork, after which the wall can be repointed around the inserted reinforcement. It 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 wire can be bent is another advantage arising from the small cross sectional dimensions and it enables a short length of the wire to have two bends so that the two ends of the wire are parallel with each other and are joined by an intermediate portion at an angle to the two ends. If the distance between the two ends is approximately equal to the width of a cavity in cavity brickwork then the wire is very suitable for use as a tie in new cavity brickwork because where a tie is to be introduced , one of the parallel ends can be laid on the top of one course and even if the top of the corresponding course on the other wall is not of exactly the same height, the wire can merely be rotated about a horizontal axis through the one end until the other end is at the right height and then the tie will be secured in position as mortar is applied,followed by the next course of bricks.
The fin or fins give a good grip between the tie and the mortar and also define drip points from which water can drop into the cavity to avoid moisture being transferred from one wall to the other across the tie . The length of the central part between the bends would correspond with the width of the wall cavity, and might be about 6 cm. or some other standard distance.
It is also possible to use the length of wire as a wall tie even if it is not kinked, and particularly where one of the walls is a timber wall into which the pin can be directly driven, possibly after sharpening the leading end. The cranked form with bends is also useful where one of the walls is of timber because movement of the timber in use due to dimensional instability can be taken up by increased or decreased bending at the bends.
The wire can be easily made using a pair of rollers of novel form. The rollers will have general]_/ 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 cut 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.
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 which in some applications have a cutting function.
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.
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.
The invention includes the method of making the wire and also the rollers for making it.
Another possible form of the wire is a triangular, square, or polygonal, section were simply uniformly twisted along its length, with a squared off end. The corner edges of the polygonal section will act nearly as well as the fins in embodiments involving embeddment in mortar.
Another aspect of the invention is the use of the wire as a tie betwen the inner and outer walls of a cavity wall, and where the wire is angled to have two parallel ends and a cranked intermediate portion, then the intermediate portion can extend across the cavity.
Another aspect of the invention is a tool for driving one end of a wire tie into a nailable material or through two or more nailable materials close together or separated by a cavity space, which tool has a bore for accommodation of the wire to be driven. The tool may be adapted to drive the end of a wire slightly below the surface of one of the materials being connected together so the fastening is effectively hidden.
The invention includes the use of a length of the wire used as reinforcement in the mortar in a course of brickwork extending throughout the length of two or more bricks.
The invention also includes the use of a length of the wire 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 aereated or made with lightweight aggregates and natural organic materials such as timber. The wires 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. If 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.
The wires can also be used to assist in the transfer of loads from the end of one structural member into another structural member which may be of a dissimilar material.
The invention may be carried into practce 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 embodying 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 to 12 are sketches illustrating various uses of a tie between two walls as they are being built, or where one or both walls already exist;
Figures 13 and 14 are an elevation and a section of brickwork reinforced by a rod as shown in any of Figures 1 to 4; and
Figure 15 shows crakcs and a lintel in brickwork for which the reinforcement of Figures 13 and 14 is suitable.

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, the bulbs 8 being 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.
Figure 4 shows a rod having one end like the rod of Figure 3, and the other end formed with axially- spaced flat sections 9 alternately in planes at right angles to their neighbours. There is a cylindrical intermediate section 10 formed with a flange.
The helical ribs 4 of the rod shown in Figure 1 serve to provide a strong grip of the rod within mortar and timber over short distances of penetration; the curves 6 of the rod shown in Figure 2, the bulbs 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, but these latter configurations are not easily driven into timber. 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, i.e. 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 bulbs 8 of the rods shown in Figures 2 and 3 respectively also provide a profile giving this feature. Because all the rod surfaces are substantially circular or curved there are no exposed flat surfaces onto which mortar droppings could easily lodge to provide means for transmitting water.
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 preferably the uniform section is as shown in Figure 6 with four equally circumferentially spaced ribs 13 extending from the sides of a square.
The bending of the rod about 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 bending axis through one complete revolution per helix pitch, this relatively easy bending of the rod canbe 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.
The overall diameter of the rods is such as to enable the rods to be incorporated within a mortar layer of a wall, i.e. 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.
In a simple form of the invention (not illustrated) the wire is merely a uniformly twisted length of rod of square or triangular cross-section, with a squared- off or pointed end.
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.
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 the 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.
The figure shows alternative positions of the end 19 for different levels of the bricks on the wall 22.
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°) of the cranked portion. Thus, the range of acceptable arc of rotation of the tie is approximately 210° 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.
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 by the helical ribs 4 and by the bend.
The helical type of rod as shown in Figure 1 and described above is also particularly useful as a tie 27 between a brick wall 28 and a wooden wall 29 as shown in Figure 9, and although a bulbous type rod as shown in Figure 3 could also be used it is the use of the helical rod that will be described.
In this use the tie comprises a straight rod as shown in Figure 1 and described above, one end 30 of which is pointed and driven into the wooden wall 29. The helical ribs 4 give the tie 27 a stronger grip than would be provided by friction alone, even with ashort length of penetration within the wood. The outer end of the tie is embedded within a mortar layerof the brick wall 28 as described above, so that the wooden wall 29 is fixed in relation to, yet spaced from, the brick wall. The tie 27 can bend to accommodate drying shrinkage of the wooden wall 29, which shrinkage may be as great as 18mm, but is not normally more than 12mm. The pitch of the helix is much less than the width of the cavity and the tie can bend about an axis that is perpendicular to the thinner arm of the cruciform cross section close to the cavity faces of the walls. Because of the tight bend the central portion 17 follows a straight path, thus giving the tie 27 the ability to resist forces tending to push or pull the outer wall.
A tool which enables the tie 27 to be driven to a set distance into the wooden wall 29 has a handle 31 and a shank 32 with a central blind bore of slightly greater diameter than the tie 27. The tie 27 is inserted blunt end first, into the bore, and the tool is held with the shank 32 resting on the brick wall 28. The tie 27 is then driven - pointed end 30 first - to a preset depth into the wooden wall 29 by hammering on the handle 31 until the face of the handle abuts the brick wall 28. Flexing of most of the length of the slender tie during hammering is prevented by the supportive bore. The tool is then withdrawn so that the mortar layer may be applied on the wall 28 around the blunt end of the tie.
If a brick wall 35 is having an external brick wall 36 built spaced outside it as shown in Figure 10 a brick in the internal wall has to be pre-drilled with a pilot hole as shown at 37 to accommodate the core of the tie 27 which is then driven into the brick using the tool of Figure 9. The tie is then cranked and rotated in its pilot hole until the outer end 19 can lie just above the upper brick in the partly built external wall 36 so that when mortar is applied in preparation for the next brick 38 the outer end of the tie will be firmly keyed to the inner wall. It will be noted that the wire tie is driven into a brick in the old wall rather than into the mortar which is unlikely to be strong enough to give a good mechanical grip even if it happened to be at the right level.
It may be that a straight tie 27 will be used for driving into the pilot hole 37 and that it will then be convenient to bend it in two places to provide the cranking. Alternatively it may be preferable to have a pre-cranked tie which can be driven into the pilot bore using an appropriate tool and then rotating it as required.
Figure 11 shece hew a tie can be inscrted betwesn inner and outer existing brick walls 35 and 36, perhaps to replace a corroded tie or perhaps just for strengthening where a tie had been omitted originally. The inner wall 36 has a brick first bored with a clearance hole up to about lcm from the face of the cavity and then a pilot hole 42 of a diameter equal to the core of the wire tie is drilled through the last lcm of the inner wall, and on into the outer wall at 37. The tie 27 is driven into the pilot hole using the tool of Figure 9 until it is in the position shown in Figure 11 where it grips by having cut into the wall of the pilot hole as it rotates. When the outer end of the tie is well below the surface of the inner wall the clearance hole 41 is filled with mortar grout which sets firmly around that end of the tie.
Figure 12 shows a somewhat similar arrangement of a tie between outer and inner timber walls or layers 43 and 44 with porous insulating slab filling 45. In such an application it is likely that the tie can be driven directly in without first drilling a pilot bore and it will turn and cut its way into the two timber layers. If the timber is too hard of course a pilot hole can be drilled. Even with soft bricks it may be possible to drive the tie directly in without drilling a pilot hole, and that may be the case particularly in the simplified form of wire tie consisting of a uniformly twisted triangular or square sectioned rod.
The rods shown in Figures 1-4 can also be used as mortar reinforcing rods as shown in Figures 13,14 and 15. A crack as shown at 51 or 52 in Figure 15 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 13 and 14. 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.
The inserted reinforcing rods may be long enough to extend through the length of at least 2, and perhaps 3 or 4 bricks.
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 doubel pass rolling/shearing process shown in Figure 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 for satisfactory location within mortar, are formed by shearing and squeezing the material in the area A so that it is transferred to the adjacent area 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 ^grindina stone between the sides of the arooves 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 adjustability 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 be varied, and hence different size wire to be accommodated.
A single pass would produce a section as shown dotted in Figure 5. A second pass with the rod rotated through 90° 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.
Uniform twisting follows to leave a long length of formed wire which can be cut into suitable lengths and pointed and/or cranked as necessary.

Claims

1. A wall reinforcement or a wall tie comprising a length of wire (15) of corrosion resistant material having a core and a number of externally projecting fins or ridges (4, 6, 8) and possibly indentations (9).

2. A length of wire as claimed in Claim 1 whose greatest cross-sectional dimension is no more than 9 mm.

3. A length of wire as claimed in Claim 1 or Claim 2 having a uniform cross-section.

4. A length of wire as claimed in any preceding claim having two bends (16) spaces along its length so that the axes of the two ends (18,19) are parallel with each other but spaced apart in a plane containing the length of wire.

5. A length of wire as claimed in any preceding claim used as a wall tie between the inner and outer walls (21,22) of a cavity wall.

6. A length of wire as claimed in any preceding claim as reinforcement (55) for a structural component or as a connection beween components whether in face to face contact or spaced apart.

7. A method of making a wire in which a rod is passed between rollers (56,57) each having a slot

(58) in its cylindlical sarface, and as the wire passes the rollers material (A) is cut by the edges of the slotsand repositioned into the space (B) between the rollers on either side of the slot.

8. A method of fitting a wall tie in which a wire having a core and at least one externally projecting helical fin (4) is driven axially into a wall (35,43) and the fin cuts into the wall as the wire turns.

9. A method as claimed in Claim 8 in which the wire is bent in two places (16) spaced along its length either before fitting or during fitting to leave two ends (18,19) which are parallel with each other but spaced apart in a plane containing the length of wire, with one end in each length (21,22) of a cavity wall.

10. A method of connecting the leaves (21, 22) of a cavity wall with corrosion resistant tie wires (15) which grip into the material on both sides and prevent water crossing the cavity (23) along the wire by having ridges (4, 6, 8) and indentations (9) formed into the surface of the wire and defining drip points.