IE57020B1 - Wall tie - Google Patents
Wall tieInfo
- Publication number
- IE57020B1 IE57020B1 IE254685A IE254685A IE57020B1 IE 57020 B1 IE57020 B1 IE 57020B1 IE 254685 A IE254685 A IE 254685A IE 254685 A IE254685 A IE 254685A IE 57020 B1 IE57020 B1 IE 57020B1
- Authority
- IE
- Ireland
- Prior art keywords
- wall tie
- arched
- wall
- tie according
- tie
- Prior art date
Links
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 26
- 238000005755 formation reaction Methods 0.000 claims abstract description 26
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 14
- JBKVHLHDHHXQEQ-UHFFFAOYSA-N epsilon-caprolactam Chemical compound O=C1CCCCCN1 JBKVHLHDHHXQEQ-UHFFFAOYSA-N 0.000 claims 1
- 239000002184 metal Substances 0.000 abstract description 7
- 230000035515 penetration Effects 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 230000006835 compression Effects 0.000 description 4
- 238000007906 compression Methods 0.000 description 4
- 239000011449 brick Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- LORRLQMLLQLPSJ-UHFFFAOYSA-N 1,3,5-trithiane Chemical compound C1SCSCS1 LORRLQMLLQLPSJ-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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
- E04B1/4185—Masonry wall ties for cavity walls with both wall leaves made of masonry
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Finishing Walls (AREA)
- Gasket Seals (AREA)
- Tents Or Canopies (AREA)
Abstract
A wall tie (10) of strip metal has a pair of twists (17), (22) adjacent its end portions (11) and (12) which are formed with mortar keying formations (15). The central cavity bridging portion (13) lies upirght and has an overall profile which includes an arched formation (20) and an inverted arched formation (18) affording a water drip. The tie (10) is symmetrical with direct or reversed symmetry about its mid point (23) so that it can be used inverted or reversed end to end without losing its effectiveness in preventing moisture penetration.
Description
This invention relates to wall ties for cavity walls.
It has principally been devised for use in wall ties for joining brick to brick or brick to block in a conventional masonry cavity wall.
The main requirements of a wall fie for use in any cavity wall are;
1. To connect the inner and outer leaves of the wall together against both tensile forces pulling them apart and compressive forces fending to push them together. Metal ties are usually preferred as having greater strength than plastics, particularly in compression.
2. To prevent any moisture which may condense in the cavity from flowing into the inner leaf of the cavity wall.
3. To avoid providing any ledge on which mortar from higher levels can settle if it falls into the cavity, bridging the cavity to encourage penetration of moisture into the inner leaf. .
Conventionally, wall ties have provided a drip for- , mafion centrally in the cavity. in some forms, the metal is bent or deformed downwardly which can cause the compressive strength of the fie to be reduced. Alternatively, it has been suggested to provide cut outs in the metal of a wall fie which have downwardly projecting lips. However this alternative can give rise to weakness of the tie in tension.
Furthermore, many forms of wall tie currently in use can he misused by a bricklayer putting them in an inver5 ted position or reversed end for end from the correct theoretical position in the cavity wall. When incorrectly positioned, moisture may be caused to go into the inner leaf or rapid mortar build up may be encouraged for example.
It is an object of the present invention to provide a new or improved wall tie which enables some or all of these disadvantages to be overcome or reduced.
According to the invention there is provided a wall tie comprising a rigid elongate strip-like member inclu15 ding a pair of end portions adapted to be secured respectively to the inner and outer leaves of a cavity wall; and a cavity bridging portion joining the end portions; the cavity bridging portion of the' tie having a pair of twists adjacent respective end portions, whereby the major part of the cavity bridging portion lies in a generally upright plane in use, the overall profile of the cavity bridging portion including an upwardly arched formation and an inverted arched formation.
The arched formations may be of generally U-shape,
V-shape or truncated or polygonal.
Preferably, both, end portions are substantially coplanar.
The tie may bs symmetrical about it® mid point and the symmetry may te mirror-image or inverted.
The inverted arched profile may lie immediately adjacent the upright arched profile.
A further arched profile or inverted arched profile may be provided in addition to said upright arched profile and said inverted arched profile.
One or both end portions of the tie may be provided with a mortar key in the form of projections, depressions or cut outs.
Several embodiments of the invention will now be described by way of example only with reference to the accompanying drawings in which;
FXGUBB X. is a plan view of a first embodiment of wall tie,
F16U&13 2 is a side elevational view of the tie shown in Figure 1,
FlGU^Jg 2 fin ®n<^ elevational view of the tie shown in Figure# 1 and 2,
F1GU&J3 4 shows scrap side elevational view© of three modified forms of cavity bridging portion for a wall tie,
Referring firstly to the wall tie shown in Figures 1 to 3 of the drawings, it comprises a metal strip of steel, which is preferably stainless steel but which may be galvanised mild steely The first and second end portions of the tie are indicated at 11 and 12 and the tie is generally indicated at 10. A central cavity bridging portion of the tie is generally indicated at 13, in the example shown, the end portions 11 and 12 are substantially the same, being formed with a series of chevron shaped projections and depressions 15 to act as a mortar key when the end portions are embedded in the mortar of the outer and inner leaves of a cavity wall respectively. The extreme free end portions of the tie may he rounded at 16 to reduce the risk of injury to a bricklayer which might be caused by sharp corners.
In U(3S, the end portions 11 and 12 lie in the same generally horizontally plane in the inner and outer leaves of the cavity wall. However, the cavity bridging portion 13 lies in an upright vertical plane in use. Thus, as seen in plan view in Figure 1 it presents only a very thin edge in an upward direction so that any mortar falling from a higher level onto the wall tie is diecourged from settling and tends to drop off the wall tie without forming a mortar bridge between the inner and outer leaves of the wall.
Similarly, any moisture condensing on the tie tends to run down this thin vertically upright cavity bridging portion.
Referring now to Figure 2 of the drawings, it will be seen that at the twist 17 where the end portion 11 leads into the cavity bridging portion 13, one edge of the tie dips downwardly b&low the level of the end portion 11. This edge continues downwardly to a moisture drip formation 18 forming the lowermost part of an inverted generally vee shaped arched profile as seen in the side elevational view of Figure 2. Th© edge 19 of the tie then turns upwardly to form an upright arched profile generally indicated at 20, before again turning somewhat downwardly to a further moisture drip formation 21, where if merger with a reversed twist 22 and hence with the other end portion 12 of tM wall tie.
It will therefore be ©een that moisture is encouraged to drip off the tie at et least two positions on its lower edge 19, namely the first moisture drip formation 18 and the second such formation 21. Any moisture adjacent the inner or outer leaf of the cavity wall falls onto the twisted portions 17 or 22 and tends to run towards the downwardly inclined aide edge 19 of the tie, and hence down to either of the drip formations 18 or 21.
However, considering Figure 2 of the drawings, it will be seen that the profile of the cavity bridging portion of the tie is generally symmetrical about the dotted line 23 with a reversed symmetry.
If the wall tie is inadvertently put into the cavity upside down, then th© profile is very similar to that shown in Figure 2 but is reversed end for end. Similarly, If th© tie is simply reversed end for end from the position shown, the profile is similar. In each case, there is a pair of moisture drip formations separated by an upwardly inclined arch wholly above the level of the upper of the moisture drip formations. The tie therefore continues to function even if placed In the cavity reversed end for end or upside down.
It will be seen that there are no cut outs in the material of th© tie which encourage tensile failure. Furthermore, there are no corrugations or bends in the material of the tie in the cavity bridging part which could give rise to a collapse of the tie under compression.
Referring now to Figure 4 of the drawings, the scrap elevational views show modified forms of cavity bridging part which can be used in substitution for that of Figure
Figure 4a. -shows a truncated rather than vee shap@d arched profile, with an arch 20a, a main downwardly projecting moisture drip formation 18a and a subsidiary moisture drip formation 21a indicated on the drawings. Again, the tie is symmetrical about a dotted line 23a.
Figure 4b $how& a profile in which the underneath β 5 edge 19b of the tie has a pair arches 20b neparated by a main moisture drip formation 18b, the cavity bridging portion also including two subsidiary moisture drip formations 21b. The cavity bridging portion is symmetrical about the line 33b but this is not an inverted symmetry. Each side of the line 23b is a mirror image of the other. 10 Finally, Figure 4c shows a profile very similar to that of Figure 2 but with rounded, rather than angled arched profiles. 15 The chevron type mortar key illustrated provides secure fixing against both tension and compression forces when it has been embedded in the mortar of the inner and outer leaf brickwork. Thio form of mortar key has been found to reduce the risk of vertical and or horizontal cracking of the masonry which may occur when wall ties having other types of mortar ki?y are subjected to strong tension or compression forces, sine© these forces can be resolved into vertical forces in the masonry. 20 The tie is slender in width compared to other metal atrip-like ties. This results in a relative saving in th© metal used which may result in substantial cost 25 savings particularly where the tie is to be made of stainless steel. Additionally, however, the tie has sufficient flexibility to be capable of accommodating some small discrepancy in height between the coursing levels of the Inner and outer leaves of masonry. In each 30 of the examples illustrated, such minor discrepancies do not have any substantial effect on the mortar or moisture shedding properties of the tie. It i# particularly note- worthy that none of the forms of th-s ti® relive solely on a single moisture drip formation which could be pushed out of position by some misalignment in the inner and outer coursing levels.
The arched formation need not necessarily be arched at both of its edges. Thus, for example, a formation having a flat lower edge and a part circular arched upper edge is to be considered as an arched formation in the contest of this specification.
Claims (15)
1. a wall tie comprising a rigid elongate strip-like member including a pair of end portions adapted to be secured respectively to the inner and outer leaves of a 5 cavity wall; and a cavity bridging portion joining the end portions; the cavity bridging portion of the tie having a pair of twists adjacent respective end portions, whereby the major part of the cavity bridging portion lies in a generally upright plane in use, the overall 10 profile of the cavity bridging portion including an upwardly arched formation and an inverted arched formation.
2. a wall tie according to Claim 1 wherein the arched formations are of generally U-shape.
3. A wall tie according to Claim 2 wherein the arched 15 formations are of generally V-shape.
4 e A wall tie according to Claim 3 wherein the arched formations are of generally polygonal shape.
5. A wall tie according to any preceding claim wherein both end portions are substantially cpplanar. 20
6. A wall tie according to any preceding claim wherein the tie is symmetrical about its mid point.
7. A wall tie according to Claim 6 wherein the tie has a mirror-image symmetry about its mid point.
8. a wall tie according to Claim 7 wherein the tie has 25 inverted symmetry about ita mid point.
9. A wall tie according to any preceding claim wherein the inverted arched profile lies Immediately adjacent the upright arched profile.
10. A wall tie according to any preceding claim wherein a further arched profile, or inverted arched profile ia provided in addition to said upright arched profile and said inverted arched profile. 5
11. A wall tie according to any preceding claim wherein one or both end portiona of the tie are provided with a mortar key in the form of projections, depressions or cut outs.
12 e A wall tie according to Claim 1, substantially as hereinbefore 10 described with reference to and as illustrated in Figures 1 to 3 of the accompanying drawings.
13. A wall tie according bo Claim 1, substantially as hereinbefore described with reference to and as illustrated in Figures 1 to 3 of the accompanying drawings as modified by Figure 4a.
14. 15 14. A wall tie according to Claim 1, substantially as hereinbefore described with reference to. and as illustrated in Figures 1 to 3 of the accompanying drawings as modified by Figure 4b. 15. A wall tie according to Claim 1, substantially as hereinbefore described with reference to and as illustrated in Figures ] to 3 of
15. 20 th® accompanying drawings as modified by Figure 4c.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB848430162A GB8430162D0 (en) | 1984-11-29 | 1984-11-29 | Wall tie |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| IE852546L IE852546L (en) | 1986-05-29 |
| IE57020B1 true IE57020B1 (en) | 1992-03-11 |
Family
ID=10570457
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| IE254685A IE57020B1 (en) | 1984-11-29 | 1985-10-16 | Wall tie |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP0183362A3 (en) |
| GB (2) | GB8430162D0 (en) |
| IE (1) | IE57020B1 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH686792A5 (en) * | 1994-06-13 | 1996-06-28 | Savatzki Harry L | Partly-elastic spring anchor between building components |
| DE4447533C1 (en) * | 1994-06-17 | 1996-01-18 | Akuso Finanz Und Verlags Ansta | Flat steel anchor bolt |
| DE19524745A1 (en) * | 1995-07-07 | 1997-01-09 | Bodegraven Bv | Air layer anchors for masonry and method for its manufacture |
| GB2385611A (en) * | 2002-02-21 | 2003-08-27 | Lafarge Gypsum Internat S A | Resilient brace for connecting interior building elements |
| EP1584763B1 (en) * | 2004-04-07 | 2011-06-08 | BEVER Gesellschaft für Befestigungsteile- Verbindungselemente mbH | Cavity wall tie with beads |
| US11401709B2 (en) | 2017-10-31 | 2022-08-02 | Simpson Strong-Tie Company Inc. | Brick tie gap connector |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| IE790431L (en) * | 1979-05-25 | 1980-11-25 | Kevin Callen | Wall tie for cavity walls |
| CH643024A5 (en) * | 1980-07-09 | 1984-05-15 | Zuercher Ziegeleien | Spring anchor |
| DE8226461U1 (en) * | 1982-09-21 | 1982-12-30 | Carl Herzog GmbH & Co KG, 5990 Altena | AIR-LAYER ANCHOR |
| GB2131848B (en) * | 1982-12-13 | 1987-01-07 | Catnic Components Ltd | Wall-ties |
| GB8303250D0 (en) * | 1983-02-05 | 1983-03-09 | Bat Building | Cavity wall tie |
-
1984
- 1984-11-29 GB GB848430162A patent/GB8430162D0/en active Pending
-
1985
- 1985-10-09 GB GB08524917A patent/GB2167782B/en not_active Expired
- 1985-10-09 EP EP85307209A patent/EP0183362A3/en not_active Withdrawn
- 1985-10-16 IE IE254685A patent/IE57020B1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| GB2167782B (en) | 1987-11-04 |
| IE852546L (en) | 1986-05-29 |
| GB2167782A (en) | 1986-06-04 |
| GB8524917D0 (en) | 1985-11-13 |
| EP0183362A3 (en) | 1987-07-29 |
| EP0183362A2 (en) | 1986-06-04 |
| GB8430162D0 (en) | 1985-01-09 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| MK9A | Patent expired |