EP1880063B1 - A wall anchor and a cavity wall comprising such an anchor - Google Patents
A wall anchor and a cavity wall comprising such an anchor Download PDFInfo
- Publication number
- EP1880063B1 EP1880063B1 EP06723788A EP06723788A EP1880063B1 EP 1880063 B1 EP1880063 B1 EP 1880063B1 EP 06723788 A EP06723788 A EP 06723788A EP 06723788 A EP06723788 A EP 06723788A EP 1880063 B1 EP1880063 B1 EP 1880063B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wall
- cavity
- anchor
- insulation
- anchors
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Not-in-force
Links
- 238000009413 insulation Methods 0.000 claims abstract description 68
- 239000011449 brick Substances 0.000 claims abstract description 18
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 16
- 239000000463 material Substances 0.000 claims abstract description 7
- 239000002184 metal Substances 0.000 claims abstract description 4
- 230000014759 maintenance of location Effects 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 238000005452 bending Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 6
- 230000000149 penetrating effect Effects 0.000 description 3
- 239000013589 supplement Substances 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4178—Masonry wall ties
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/7608—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only comprising a prefabricated insulating layer, disposed between two other layers or panels
- E04B1/7612—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only comprising a prefabricated insulating layer, disposed between two other layers or panels in combination with an air space
- E04B1/7616—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only comprising a prefabricated insulating layer, disposed between two other layers or panels in combination with an air space with insulation-layer locating devices combined with wall ties
Definitions
- the present invention relates an anchor for a cavity wall as defined in the preamble of claim 1 and a cavity wall comprising an anchor as defined in the preamble of claim 6.
- a wall anchor and a cavity wall of such kind are known from WO 2005/021883 ( EP-A-1510629 ).
- a wall anchor is disclosed which is made of a sheet material that is cut into a blank and mounting portions, i.e. the mounting flange and the insulation gripping projections are bent out of the plane.
- This wall anchor is mounted on the inner wall after it has been raised, preferably together with fitting the insulation slabs.
- the outer tip of the wall anchor is embedded into the mortar between the bricks during the raising of the outer wall.
- GB-A-2 111 095 also discloses a wall anchor made of a sheet material which is cut into a blank and the insulation gripping projections are bent out of the plane.
- This wall tie is embedded into the mortar between the bricks during the raising of the inner wall.
- the outer tip is embedded into the mortar between the bricks during the raising of the outer wall.
- This wall tie is only useable when the cavity wall includes an inner wall made of bricks that are stacked with an adhesive mortar in between.
- this wall tie must also be bent to fit into the mortar layer between two brick layers. This could cause the insulation boards to be bent or dislocated.
- wall ties are used to connect the inner and outer wall in order to stabilise the housing wall.
- Wall anchors are made of metal, plastic or a combination thereof and they may have different shapes, e.g. rod-like or flat plates.
- insulation boards are provided in the cavity. These boards are supported by the wall ties in the cavity.
- the wall ties consist of transverse pins, e.g. wire pieces, which are fixed to the inner wall during its construction.
- the insulation boards are then positioned between these protruding wires or mounted by penetrating the wires through the insulation board. Either way, this has the disadvantage that the boards are not accurately mounted, and may be dislocated when the wall ties are bent to fit between the brick layers of the outer wall.
- the insulation may break apart, fall off or holes may be punched out.
- a major disadvantage of these protruding wall ties is that construction workers risk getting hurt when working on a site where cavity walls are under construction.
- the wall ties often are quite numerous, typically 4-6 pieces per square meter, in order to provide the required strength in the construction to withstand the wind load. By bending the wall ties in order to make them fit with the outer wall construction, the strength of these wall ties is somewhat reduced and there is a risk of some wall ties breaking off.
- Building requirements generally prescribe a maximum elongation or compression of the wall anchors of 1 mm in the cavity wall. This calls for a high concentration of wall anchors per wall area.
- the wall ties also constitute thermal bridges in the thermally insulated cavity wall construction, and from this perspective, as few wall anchors as possible is preferred, just as fewer wall anchors reduces the building costs involved, and the installation time is shorter.
- the insulation slabs in the cavity wall may be securely mounted in their right positions by mounting the wall anchors to the finished inner wall during the insulation mounting operation.
- the wall anchors When using a wall anchor according to the invention with a reinforcing rib, the wall anchors have superior bending resistance when mounted. This result in fewer wall anchors needed to achieve the required tie strength between the inner and outer walls. Thereby, the loss in thermal insulation due to the wall anchors is reduced just as the operation is faster as less wall anchors are to be mounted. This leads to a reduction in the building costs of raising a cavity wall according to the invention.
- the wall anchor In order to be able to bend or twist the wall anchor to fit with a mortar layer in the outer wall, the wall anchor is formed with at least two elongated ribs that are formed in a line with a bendable and/or twistable portion therebetween.
- the wall anchor may then be bent or twisted with an appropriate tool.
- the wall anchor may be bent and/or twisted by hand, e.g. in the manipulating bendable/twistable portion between the elongated ribs.
- a cavity wall In a preferred embodiment of a cavity wall according to the invention, three, preferably two or less wall anchors per square meter are provided. It is found that with a wall anchor according to the invention, a cavity wall meeting the required strength may be provided in both urban and rural areas in buildings of up to approx. 10 meters or even 12 meters in height. The exact number of wall anchors per square meter will usually depend on the location and the height of the building. In practise, it is found that an average of 1.4 wall anchors per square meter is normally sufficient, but for buildings with particular wind load, the average is approx. 2.0-2.5 wall anchors per square meter.
- the wall anchors may be mounted with a substantially horizontal and/or vertical orientation of the plate-like portion.
- the wall anchors according to the invention may be provided in either horizontally or vertically, extra strength may be provide and where extra wall anchors can be eliminated, which otherwise would be needed to secure the insulation slabs around openings in the wall, e.g. for doors and windows.
- the wall anchor may advantageously be mounted in vertical position at the top of the building, where the top edge of the top row of insulation slabs otherwise cannot be supported by this type of anchor because of the insulation holding means penetrating into the insulation. Therefore, the wall anchor is placed between the neighbouring slabs in a vertical position. Because the wall anchor outer part has to be fixed within the horizontal mortar layer between the bricks this outer portion has to be twisted in order to be able to do so.
- the wall anchors are preferably mounted on the inner wall by an elongated fastener mounted through a mounting hole in the wall anchors, which is positioned centrally on at the base of the mounting flange.
- the mounting hole is positioned on the mounting flange close to the bend line dividing the mounting flange and the bridging portion.
- Appropriate mounting tools are preferably used to shoot an elongated fastener, such as a dowel, into the inner wall for fixing the wall anchor to the inner wall.
- the insulation slabs are fixed at their peripheral regions, e.g. bottom and top regions, by a series of insulation holding members, where said holding member are positioned on insulation edge region and fixed to the inner wall by elongated fasteners which are penetrated through a mounting hole in the holding member and through the underlying the insulation slab.
- the insulation is properly fixed also along the edge regions in the cavity wall.
- a series of fibrous insulation bricks having a relative high density may be provided on the foot of the inner wall for supporting the insulation slabs. Often a line of bricks are provided on the foot of the inner wall for supporting the insulation.
- a thermal bridge through the cavity wall may be eliminated.
- the outer tip of the wall anchor is provided with retention buckles, such as generally transversely orientated ribs relative to the orientation of the elongated portion.
- retention buckles such as generally transversely orientated ribs relative to the orientation of the elongated portion.
- the ribs on the wall anchor are formed in the centre line of the elongated portion of the bridging portion.
- a simple distribution of the forces applied to the outer tip is transferred to the mounting flange and to the inner wall, and the risk of bending the wall anchor if it is to absorb a high load is reduced.
- a cavity wall includes an inner wall 1, and outer wall 2 and a cavity 3 there between.
- a layer of insulation slabs 4 are fitted to the inner wall 1 by a number of wall anchors 5.
- the wall anchors 5 comprise a first mounting end 6 and an outermost second end 7 which is moulded into the mortar between the bricks of the outer wall 2.
- Each wall anchor 5 is mounted by a fastener 10, e.g. a dowel, which is threaded through a mounting hole 15 and shot into the wall by special tooling equipment (see fig. 4 ).
- the wall anchors 5 may be mounted for holding the insulation slabs 4 in both a vertical position and a horizontal position.
- the need for mounting the wall anchor in a vertical position may be at the top of the building, where the top edge of the top row of insulation slabs cannot be supported by this type of wall anchor because of the insulation holding means 12 penetrating into the insulation. Therefore, the wall anchor is placed between the neighbouring slabs in a vertical position. Because the wall anchor part has to be fixed within the horizontal mortar layer between the bricks it has to be twisted in order to be able to do so.
- the insulation slabs 4 are supported by a row of fibrous insulation bricks 9 arranged along the foot of the inner wall 1.
- This fibrous insulation brick 9 is preferably made of a fibrous insulation material with a high density.
- the insulation slabs 4 are fixed to the inner wall 1 by a series of holding members 8 that are fixed through the insulation 4 to the inner wall 1 by fasteners 10, e.g. dowels, whereby the holding members 8 are mounted in the same manner as the wall anchors 5 using the same type of fasteners 10 as used for mounting the wall anchors 5.
- edge fix means may preferably also be used for fixating the insulation slabs.
- the wall anchor 5 is formed in a sheet material and includes a first end 6 facing the inner wall 1 and a second end 7 projecting out between the insulation slabs 4. This second end 7 is formed with an outer tip 13.
- a mounting flange 11 is formed by an upward bended mounting portion 11 which is provided with a mounting hole 15, which is provided in proximity to the bending line.
- projections 12 for gripping the insulation slabs 4 are formed.
- the wall anchor 5 is positioned for mounting an insulation slab 4 to the inner wall 1 with the mounting flange 11 against the inner wall 1 and lowered, so the downward pointing projection 12 penetrates into the upper side of the insulation slab 4.
- the wall anchor 5 is then secured to the inner wall 1 by a mounting tool 16, which is provided with an elongated tube in which the fastener dowel 10 (see fig. 1 ) is placed and forced into the inner wall 1 through the mounting hole 15 on the wall anchor 5 by the mounting tool 16.
- a preferred embodiment of a wall anchor 5 is shown.
- the wall anchor 5 is formed from a blank cut out of a sheet of steel material, preferably a steel sheet with a thickness of 1 mm. The blank is bent into the desired shape of the wall anchor 5.
- a mounting flange 11 is formed by bending a portion to a generally vertical position. In this mounting flange 11 a mounting hole 15 is provided.
- the mounting flange extends into a bridging base portion 20 of a plate-like shape which rests against the insulation slab below and supports the above insulation slab.
- the base portion 20 extends into an elongated intermediate portion 14 with two pointed projections 12 on each side thereof, where one projection is pointing downwards and the other upwards.
- the elongated portion 14 is provided with a first rib 16, which protrude out of the generally planar bridging portion 20 and elongated portion 14.
- the first rib 16 is followed by a second rib 17 with a bending portion 18 between the two ribs 16, 17, so that the wall anchor 5 may be bent (see fig. 6 ) or twisted (see fig. 7 or 8 ) in this region, which is positioned in a distance from the mounting flange 11 which generally corresponds to the thickness of the insulation slabs.
- the wall anchor 5 is provided with an outer tip 13, which is provided with V-shaped or C-shaped retention buckles 19 for providing a firm grip when sandwiched in the mortar between two brick layers. It is realised that the shape of the retention buckles 19 also could be provided in other shapes.
- the insulation slabs used in a cavity wall according to the invention is preferably dual density fibrous insulation slabs. This facilitates the fixing of the insulation slabs.
- the insulation slabs are provided in standard sizes, e.g. 120x80 cm or 60x80 cm.
- a wall anchor according to the present invention only one wall anchor above and below each insulation slab is necessary to fix the insulation to the inner wall.
- the wall anchor 5 is described in relation to a horizontal position.
- directional terms e.g. vertical, upwards and downwards is merely to be understood as relative terms, as it is realised that the wall anchor may be provided with other general orientations without departing from the scope of the invention.
Abstract
Description
- The present invention relates an anchor for a cavity wall as defined in the preamble of claim 1 and a cavity wall comprising an anchor as defined in the preamble of claim 6.
- A wall anchor and a cavity wall of such kind are known from
WO 2005/021883 (EP-A-1510629 ). Herein, a wall anchor is disclosed which is made of a sheet material that is cut into a blank and mounting portions, i.e. the mounting flange and the insulation gripping projections are bent out of the plane. This wall anchor is mounted on the inner wall after it has been raised, preferably together with fitting the insulation slabs. The outer tip of the wall anchor is embedded into the mortar between the bricks during the raising of the outer wall. -
GB-A-2 111 095 - In a cavity wall with an inner wall and an outer brick wall, wall ties are used to connect the inner and outer wall in order to stabilise the housing wall. Wall anchors are made of metal, plastic or a combination thereof and they may have different shapes, e.g. rod-like or flat plates. In the cavity, insulation boards are provided. These boards are supported by the wall ties in the cavity. The wall ties consist of transverse pins, e.g. wire pieces, which are fixed to the inner wall during its construction. The insulation boards are then positioned between these protruding wires or mounted by penetrating the wires through the insulation board. Either way, this has the disadvantage that the boards are not accurately mounted, and may be dislocated when the wall ties are bent to fit between the brick layers of the outer wall. Furthermore, when mounting the insulation over the ties, the insulation may break apart, fall off or holes may be punched out.
- Moreover, it is realised that a major disadvantage of these protruding wall ties is that construction workers risk getting hurt when working on a site where cavity walls are under construction. The wall ties often are quite numerous, typically 4-6 pieces per square meter, in order to provide the required strength in the construction to withstand the wind load. By bending the wall ties in order to make them fit with the outer wall construction, the strength of these wall ties is somewhat reduced and there is a risk of some wall ties breaking off. Building requirements generally prescribe a maximum elongation or compression of the wall anchors of 1 mm in the cavity wall. This calls for a high concentration of wall anchors per wall area. However, the wall ties also constitute thermal bridges in the thermally insulated cavity wall construction, and from this perspective, as few wall anchors as possible is preferred, just as fewer wall anchors reduces the building costs involved, and the installation time is shorter.
- On this basis, it is an object by the present invention to provide a cavity wall and an associated wall anchor, which is safe to work with and easy to mount on the inner wall in order to facilitate the mounting of the insulation slabs when raising the cavity wall. It is also an object to provide a wall anchor which ensures a rigid fixation of the outer wall to the inner wall.
- These objects are achieved by a wall anchor and a cavity wall of the initially mentioned kind as characterised by the features of claims 1 and 6 respectively.
- According to the invention, the insulation slabs in the cavity wall may be securely mounted in their right positions by mounting the wall anchors to the finished inner wall during the insulation mounting operation. When using a wall anchor according to the invention with a reinforcing rib, the wall anchors have superior bending resistance when mounted. This result in fewer wall anchors needed to achieve the required tie strength between the inner and outer walls. Thereby, the loss in thermal insulation due to the wall anchors is reduced just as the operation is faster as less wall anchors are to be mounted. This leads to a reduction in the building costs of raising a cavity wall according to the invention.
- In order to be able to bend or twist the wall anchor to fit with a mortar layer in the outer wall, the wall anchor is formed with at least two elongated ribs that are formed in a line with a bendable and/or twistable portion therebetween. The wall anchor may then be bent or twisted with an appropriate tool. In an embodiment, the wall anchor may be bent and/or twisted by hand, e.g. in the manipulating bendable/twistable portion between the elongated ribs.
- In a preferred embodiment of a cavity wall according to the invention, three, preferably two or less wall anchors per square meter are provided. It is found that with a wall anchor according to the invention, a cavity wall meeting the required strength may be provided in both urban and rural areas in buildings of up to approx. 10 meters or even 12 meters in height. The exact number of wall anchors per square meter will usually depend on the location and the height of the building. In practise, it is found that an average of 1.4 wall anchors per square meter is normally sufficient, but for buildings with particular wind load, the average is approx. 2.0-2.5 wall anchors per square meter.
- In an embodiment of a cavity wall according to the invention, it is realised that at least one of the wall anchors may be mounted with a substantially horizontal and/or vertical orientation of the plate-like portion. As, the wall anchors according to the invention may be provided in either horizontally or vertically, extra strength may be provide and where extra wall anchors can be eliminated, which otherwise would be needed to secure the insulation slabs around openings in the wall, e.g. for doors and windows. The wall anchor may advantageously be mounted in vertical position at the top of the building, where the top edge of the top row of insulation slabs otherwise cannot be supported by this type of anchor because of the insulation holding means penetrating into the insulation. Therefore, the wall anchor is placed between the neighbouring slabs in a vertical position. Because the wall anchor outer part has to be fixed within the horizontal mortar layer between the bricks this outer portion has to be twisted in order to be able to do so.
- The same problem occurs above and below openings for windows etc. The solution here is the same. Also at the lower part of the wall it may be necessary to apply wall anchors in vertical position. In some situations it may be necessary to supplement with more traditional rod shaped anchors placed in the inner part of the slabs.
- The wall anchors are preferably mounted on the inner wall by an elongated fastener mounted through a mounting hole in the wall anchors, which is positioned centrally on at the base of the mounting flange. The mounting hole is positioned on the mounting flange close to the bend line dividing the mounting flange and the bridging portion. Hereby, a rigid mounting can be achieved, where the wall anchor cannot bend in the mounting flange if tension forces are applied to the wall anchor. Appropriate mounting tools are preferably used to shoot an elongated fastener, such as a dowel, into the inner wall for fixing the wall anchor to the inner wall.
- In a preferred embodiment of a cavity wall according to the invention, the insulation slabs are fixed at their peripheral regions, e.g. bottom and top regions, by a series of insulation holding members, where said holding member are positioned on insulation edge region and fixed to the inner wall by elongated fasteners which are penetrated through a mounting hole in the holding member and through the underlying the insulation slab. Hereby, the insulation is properly fixed also along the edge regions in the cavity wall. Preferably, a series of fibrous insulation bricks having a relative high density may be provided on the foot of the inner wall for supporting the insulation slabs. Often a line of bricks are provided on the foot of the inner wall for supporting the insulation. However, by this embodiment of a cavity wall according to the invention, a thermal bridge through the cavity wall may be eliminated.
- In the preferred embodiment, the outer tip of the wall anchor is provided with retention buckles, such as generally transversely orientated ribs relative to the orientation of the elongated portion. By providing an uneven surface on the outer tip, the resistance against the wall anchor being drawn out of the mortar in the outer wall is increased. By providing this pull resistance in the form of buckles, sharp edges are avoided so that the wall anchor according to the invention is satisfying to work with for the builders. Most preferably, the retention ribs on the outer tip are generally V-shaped or C-shaped. Hereby, also transversely directed forces and twisting may be absorbed in the mounting of the outer tip of the wall anchor in the mortar of the outer wall, and avoiding the tip from becoming loose in the mortar of the outer wall.
- Preferably, the ribs on the wall anchor are formed in the centre line of the elongated portion of the bridging portion. Hereby, a simple distribution of the forces applied to the outer tip is transferred to the mounting flange and to the inner wall, and the risk of bending the wall anchor if it is to absorb a high load is reduced.
- In the following, the invention is described with reference to the accompanying drawings, in which:
- Figure 1
- is a schematic cross-sectional view of a cavity wall;
- Figure 2
- is a schematic perspective view of an inner wall of a cavity wall with insulation slabs mounted thereon according to an embodiment of the invention;
- Figure 3
- is a schematic perspective view of an inner wall with insulation slabs mounted thereon by wall anchors;
- Figure 4
- shows the mounting of a wall anchor to an inner wall as shown in
fig. 3 ; - Figure 5
- shows a preferred embodiment of a wall anchor according to the invention; and
- Figures 6 to 8
- show various adaptations of the wall anchor in
fig. 5 for mounting. - With reference to
figure 1 , a cavity wall includes an inner wall 1, andouter wall 2 and a cavity 3 there between. In the cavity 3 a layer ofinsulation slabs 4 are fitted to the inner wall 1 by a number of wall anchors 5. The wall anchors 5 comprise a first mounting end 6 and an outermostsecond end 7 which is moulded into the mortar between the bricks of theouter wall 2. Eachwall anchor 5 is mounted by afastener 10, e.g. a dowel, which is threaded through a mountinghole 15 and shot into the wall by special tooling equipment (seefig. 4 ). - In
fig. 2 to 4 there is shown an inner wall 1 with a layer ofinsulation slabs 4 mounted thereon by wall anchors 5. As indicated infig. 2 , the wall anchors 5 may be mounted for holding theinsulation slabs 4 in both a vertical position and a horizontal position. The need for mounting the wall anchor in a vertical position may be at the top of the building, where the top edge of the top row of insulation slabs cannot be supported by this type of wall anchor because of the insulation holding means 12 penetrating into the insulation. Therefore, the wall anchor is placed between the neighbouring slabs in a vertical position. Because the wall anchor part has to be fixed within the horizontal mortar layer between the bricks it has to be twisted in order to be able to do so. - The same problem occurs above and below openings for windows etc. The solution here is the same. Also at the lower part of the wall it may be necessary to apply wall anchors in vertical position. In some situations it may be necessary to supplement with more traditional rod shaped anchors placed in the inner part of the slabs.
- As shown in
fig. 2 , theinsulation slabs 4 are supported by a row of fibrous insulation bricks 9 arranged along the foot of the inner wall 1. This fibrous insulation brick 9 is preferably made of a fibrous insulation material with a high density. Along the foot of the inner wall 1, theinsulation slabs 4 are fixed to the inner wall 1 by a series of holdingmembers 8 that are fixed through theinsulation 4 to the inner wall 1 byfasteners 10, e.g. dowels, whereby the holdingmembers 8 are mounted in the same manner as the wall anchors 5 using the same type offasteners 10 as used for mounting the wall anchors 5. Where the cavity wall includes corners between two wall portions, edge fix means may preferably also be used for fixating the insulation slabs. - In
fig. 3 , it can be seen how theinsulation slabs 4 are fixed to the inner wall 1 by the wall anchors 5. Thewall anchor 5 is formed in a sheet material and includes a first end 6 facing the inner wall 1 and asecond end 7 projecting out between theinsulation slabs 4. Thissecond end 7 is formed with anouter tip 13. In the first end 6, a mountingflange 11 is formed by an upwardbended mounting portion 11 which is provided with a mountinghole 15, which is provided in proximity to the bending line. In theintermediate portion 14 between theouter tip 13 and the mountingflange 11,projections 12 for gripping theinsulation slabs 4 are formed. - With reference to
fig. 4 , thewall anchor 5 is positioned for mounting aninsulation slab 4 to the inner wall 1 with the mountingflange 11 against the inner wall 1 and lowered, so thedownward pointing projection 12 penetrates into the upper side of theinsulation slab 4. Thewall anchor 5 is then secured to the inner wall 1 by a mountingtool 16, which is provided with an elongated tube in which the fastener dowel 10 (seefig. 1 ) is placed and forced into the inner wall 1 through the mountinghole 15 on thewall anchor 5 by the mountingtool 16. - In
fig. 5 a preferred embodiment of awall anchor 5 according to the invention is shown. Thewall anchor 5 is formed from a blank cut out of a sheet of steel material, preferably a steel sheet with a thickness of 1 mm. The blank is bent into the desired shape of thewall anchor 5. In the first end 6, a mountingflange 11 is formed by bending a portion to a generally vertical position. In this mounting flange 11 a mountinghole 15 is provided. The mounting flange extends into abridging base portion 20 of a plate-like shape which rests against the insulation slab below and supports the above insulation slab. Thebase portion 20 extends into an elongatedintermediate portion 14 with twopointed projections 12 on each side thereof, where one projection is pointing downwards and the other upwards. Theelongated portion 14 is provided with afirst rib 16, which protrude out of the generallyplanar bridging portion 20 andelongated portion 14. Thefirst rib 16 is followed by asecond rib 17 with a bendingportion 18 between the tworibs wall anchor 5 may be bent (seefig. 6 ) or twisted (seefig. 7 or 8 ) in this region, which is positioned in a distance from the mountingflange 11 which generally corresponds to the thickness of the insulation slabs. At thesecond end 7, thewall anchor 5 is provided with anouter tip 13, which is provided with V-shaped or C-shaped retention buckles 19 for providing a firm grip when sandwiched in the mortar between two brick layers. It is realised that the shape of the retention buckles 19 also could be provided in other shapes. - The insulation slabs used in a cavity wall according to the invention is preferably dual density fibrous insulation slabs. This facilitates the fixing of the insulation slabs. The insulation slabs are provided in standard sizes, e.g. 120x80 cm or 60x80 cm. By a wall anchor according to the present invention, only one wall anchor above and below each insulation slab is necessary to fix the insulation to the inner wall.
- With a wall anchor according to the invention, it is found that an average of approx. 1.4 wall anchors per square meter is required. However, if the building is subjected to extraordinary wind loads, the average required is somewhat higher, approx. 2.0-2.5 wall anchors per square meter.
- Above, the
wall anchor 5 is described in relation to a horizontal position. However, directional terms, e.g. vertical, upwards and downwards is merely to be understood as relative terms, as it is realised that the wall anchor may be provided with other general orientations without departing from the scope of the invention.
Claims (13)
- A wall anchor (5) for a cavity wall, said wall anchor having a first end (6) mountable on an inner wall (1) of the cavity wall and a second end (7) for embedding into a mortar in an outer wall (2) of the cavity wall, whereby said wall anchor is adapted for bridging the cavity (3) between the inner and outer wall, for fixing insulation slabs (4) to the inner wall and for binding the outer wall to the inner wall, wherein the wall anchor is formed from a metal sheet material with a substantially vertical mounting flange (11) at its first end, an outer tip (13) at the second end and a bridging portion between said two ends, wherein the bridging portion is provided with a plate-like portion (20) with projections (12) on each side of an elongated portion (14) for gripping the insulation slabs.
characterised in that
at least two elongated longitudinal ribs (16,17) are formed in the bridging portion, said ribs projecting out of at least the elongated portion (14) of the plate-like bridging portion, said ribs are formed in a line with a bendable and/or twistable portion (18) between said ribs. - A wall anchor according to claim 1, wherein the outer tip (13) of the wall anchor is provided with retention buckles (19), such as generally transversely orientated ribs relative to the orientation of the elongated portion.
- A wall anchor according to claim 2, wherein the retention ribs (19) on the outer tip are generally V-shaped or C-shaped.
- A wall anchor according to any of claims 1 to 3, wherein the ribs on the wall anchor are formed in a centre line of the elongated portion (14) of the bridging portion.
- A wall anchor according to any of claims 1 to 4, wherein the wall anchor (5) is formed from a steel plate having a thickness of 0.7 to 1.5, more preferably 1 mm.
- A cavity wall in a building structure, said cavity wall comprising:an inner wall (1);an outer wall (2) comprising a brick wall;a cavity (3) between the inner and outer walls,insulation (4) slabs mounted against the inner wall inside said cavity;a plurality of wall anchors (5) each having a first end (6) mounted on the inner wall and a second end (7) embedded into a mortar in the outer wall, whereby said wall anchors bridge the cavity, fix the insulation slabs to the inner wall and bind the outer wall to the inner wall, wherein the wall anchors are formed from a metal sheet material with a substantially vertical mounting flange (11) at its first end (6) an outer tip (13) at the second end (7) and a bridging portion between said two ends, wherein the bridging portion is provided with a plate-like portion (20) with projections (12) on each side of an elongated portion (14) for gripping the insulation slabs.
characterised in that
at least one of the wall anchors comprises at least two elongated longitudinal ribs (16,17) formed in the bridging portion, said ribs projecting out of at least the elongated portion (14) of the plate-like bridging portion, said ribs being formed in a line with a bendable and/or twistable portion (18) between said ribs. - A cavity wall according to claim 6, wherein three, preferably two or less wall anchors (5) per square meter are provided, more preferably an average of 1.4-2.5 wall anchors per square meter.
- A cavity wall according to claim 6 or 7, wherein at least one of the wall anchors (5) is mounted with a substantially horizontal orientation of the plate-like portion (20).
- A cavity wall according to any of claims 6 to 8, wherein at least one of the wall anchors (5) is mounted with a substantially vertical orientation of the plate-like portion (20).
- A cavity wall according to any of claims 6 to 9, wherein the wall anchors (5) are mounted on the inner wall (1) by an elongated fastener (10) mounted through a mounting hole (15) in the wall anchors, which is positioned centrally on at the base of the mounting flange.
- A cavity wall according to any of claims 6 to 10, wherein the insulation slabs (4) are fixed at their peripheral regions, e.g. bottom and top regions, by a series of insulation holding members (8), where said holding member are positioned on insulation edge region and fixed to the inner wall by elongated fasteners which are penetrated through a mounting hole in the holding member and through the underlying the insulation slab.
- A cavity wall according to claim 11, wherein a series of fibrous insulation bricks (9) having a relative high density is provided at the foot of the inner wall (1) for supporting the insulation slabs.
- A cavity wall according to any of claims 6 to 12, wherein the bendin portion (18) of the at least one walt anchor (5) is provided at a distance from the mounting flange (11) which generally corresponds to the thickness of the insulation slab (4).
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL06723788T PL1880063T3 (en) | 2005-04-26 | 2006-03-20 | A wall anchor and a cavity wall comprising such an anchor |
EP06723788A EP1880063B1 (en) | 2005-04-26 | 2006-03-20 | A wall anchor and a cavity wall comprising such an anchor |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP05075991 | 2005-04-26 | ||
PCT/EP2006/002819 WO2006114177A1 (en) | 2005-04-26 | 2006-03-20 | A cavity wall and a wall anchor for such |
EP06723788A EP1880063B1 (en) | 2005-04-26 | 2006-03-20 | A wall anchor and a cavity wall comprising such an anchor |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1880063A1 EP1880063A1 (en) | 2008-01-23 |
EP1880063B1 true EP1880063B1 (en) | 2012-04-25 |
Family
ID=35044618
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06723788A Not-in-force EP1880063B1 (en) | 2005-04-26 | 2006-03-20 | A wall anchor and a cavity wall comprising such an anchor |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP1880063B1 (en) |
AT (1) | ATE555257T1 (en) |
DK (1) | DK1880063T3 (en) |
EA (1) | EA011371B1 (en) |
ES (1) | ES2386458T3 (en) |
PL (1) | PL1880063T3 (en) |
UA (1) | UA89231C2 (en) |
WO (1) | WO2006114177A1 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2987421B1 (en) * | 2012-02-28 | 2014-12-05 | Lr Etanco Atel | ATTACHMENT PAD OF INSULATION ELEMENTS. |
US10876285B1 (en) | 2016-06-22 | 2020-12-29 | Rodenhouse, Inc. | Masonry veneer wall tie apparatus and method for building construction |
US11078663B1 (en) | 2018-10-23 | 2021-08-03 | Altenloh, Brinck & Co. Us, Inc. | Wall system fastener assembly for building veneers and claddings |
US11698095B1 (en) | 2019-04-25 | 2023-07-11 | Altenloh, Brinck & Co. Us, Inc. | Wall system fastener with seal member |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2063329B (en) * | 1979-11-02 | 1983-06-29 | Catnic Components Ltd | Wall-ties |
GB2165275B (en) * | 1984-10-04 | 1988-04-07 | Press Bat Holdings Ltd | Wall tie |
DE8802748U1 (en) * | 1988-03-02 | 1988-06-30 | Reuss Gmbh & Co Kg, 5600 Wuppertal, De | |
SE506835C2 (en) * | 1997-01-31 | 1998-02-16 | Lennart Svensson | Anchoring device and method of mounting one |
EP1510629A1 (en) * | 2003-08-29 | 2005-03-02 | Rockwool International A/S | Device for securing an insulation board within a cavity wall |
EP1518971A1 (en) * | 2003-09-26 | 2005-03-30 | Rockwool International A/S | A wall anchor system for securing an insulation board within a cavity wall |
-
2006
- 2006-03-20 EA EA200702308A patent/EA011371B1/en not_active IP Right Cessation
- 2006-03-20 EP EP06723788A patent/EP1880063B1/en not_active Not-in-force
- 2006-03-20 DK DK06723788.3T patent/DK1880063T3/en active
- 2006-03-20 WO PCT/EP2006/002819 patent/WO2006114177A1/en active Application Filing
- 2006-03-20 UA UAA200713151A patent/UA89231C2/en unknown
- 2006-03-20 PL PL06723788T patent/PL1880063T3/en unknown
- 2006-03-20 ES ES06723788T patent/ES2386458T3/en active Active
- 2006-03-20 AT AT06723788T patent/ATE555257T1/en active
Also Published As
Publication number | Publication date |
---|---|
EP1880063A1 (en) | 2008-01-23 |
EA200702308A1 (en) | 2008-04-28 |
DK1880063T3 (en) | 2012-07-16 |
UA89231C2 (en) | 2010-01-11 |
ES2386458T3 (en) | 2012-08-21 |
PL1880063T3 (en) | 2012-09-28 |
ATE555257T1 (en) | 2012-05-15 |
EA011371B1 (en) | 2009-02-27 |
WO2006114177A1 (en) | 2006-11-02 |
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