GB2069024A - Lateral restraint fixing for building work - Google Patents
Lateral restraint fixing for building work Download PDFInfo
- Publication number
- GB2069024A GB2069024A GB8033262A GB8033262A GB2069024A GB 2069024 A GB2069024 A GB 2069024A GB 8033262 A GB8033262 A GB 8033262A GB 8033262 A GB8033262 A GB 8033262A GB 2069024 A GB2069024 A GB 2069024A
- Authority
- GB
- United Kingdom
- Prior art keywords
- support element
- anchor member
- lateral restraint
- slot
- fixing
- 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.)
- Granted
Links
- 239000000463 material Substances 0.000 claims description 23
- 239000011150 reinforced concrete Substances 0.000 abstract description 4
- 239000011449 brick Substances 0.000 description 10
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000005253 cladding Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 238000009414 blockwork Methods 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 229910000906 Bronze Inorganic materials 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 229910001209 Low-carbon steel Inorganic materials 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 239000010974 bronze Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- KUNSUQLRTQLHQQ-UHFFFAOYSA-N copper tin Chemical compound [Cu].[Sn] KUNSUQLRTQLHQQ-UHFFFAOYSA-N 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 238000003466 welding 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
Abstract
This comprises a support element 10 and anchor member(s) 12, connected thereto having e.g. a split and splayed end or an end apertured for receiving a peg. Anchor member 12 has opposed notches 20 engaging the side edges of a slot 18 in element 10. The combination of anchor 12 and support 10 forms a compliant tie between reinforced concrete support 22 and walling 24. <IMAGE>
Description
SPECIFICATION
Lateral restraint fixings for building work
The invention relates to lateral restraint fixings for building work.
Lateral restraint fixings are required for providing a compliant tie between supporting structure, which may be of steel or concrete, and walling material constituted by bricks or building blocks or any other materials. Such a tie is required to accommodate vertical movement of the walling material relative to the supporting structure as the building settles or moves due to climatic conditions. The walling material may be a cladding or a lining attached to a steel frame or reinforced concrete skeleton and it is obviously extremely important that the walling material should not start to be displaced after the building has settled to some extent. Generally, soft joints are used to allow some differential movement between dissimilar materials.In such cases the top courses of brick or blockwork require to be linked to the steel or concrete frame in a manner which still allow for vertical movement but prevent displacement of the top courses due to wind pressure or suction. However, lateral restraint fixings which have been placed in position within the wall cavities will prevent displacement of the upper courses of brick or blockwork and will prevent any of the bricks or building blocks from falling from the building due to wind suction.
Previously known lateral restraint fixings have been of various kinds. In one particular known kind of fixing comprising a support member and at least one anchor member, the support member has a slide-way portion of uniform non-circular cross-section and one end adapted to be secured to the supporting structure, and the anchor member has a slot slidable along the slideway portion of the support member and having at least one end portion split and splayed for securely anchoring in the walling material. Such fixings have been effective in providing a compliant tie between supporting structure and walling material but they cannot always be used in a speedy and convenient manner. The object of the invention is to provide a fixing which can be used in a more speedy and convenient manner as building work progresses.
According to the invention, there is provided a lateral restraint fixing for building work, that is to say for providing a compliant tie between supporting structure and walling material, the fixing being constituted by a support element capable of being secured to the supporting structure, and at least one anchor member capable of being connected to said support element, the anchor member having at least one end portion formed so that it can be securely anchored in the walling material, the means whereby the or each anchor member can be connected to the support element being constituted by at least one parallel sided elongate slot extending through the support element and by oppositely disposed notches in side edges of the anchor member,the arrangement being such that the anchor member can be passed part way through the elongate slot in the support element for the oppositely disposed notches in its side edges to be brought into engagement with the parallel sides of the slot in the support element.
The arrangement may be such that to bring the notches in the anchor member into engagement with the parallel sides of the slot in the support element the anchor member needs to be passed on edge through the elongate slot in the support element before being turned flat down to engage its notches with the parallel sides of the slot.
Alternatively, the or each parallel sided elongate slot in the support element may have a locally widened upper end portion through which the anchor member can be passed in flat down condition. The support element will preferably be made of channel or I-section material with the parallel sided elongate slot or slots formed in the central web of the section. The support element may be adapted for being secured to the supporting structure at only one end, for example by having an end portion turned through a right angle relative to the remainder of the element. The or each anchor member may be formed at one end so that it can be securely anchored in the walling material by being split and splayed at that end or by other suitable method of connection to the cladding leaves.
In order that the invention may be fully understood and readily carried into effect, the same will now be described, by way of example, only, with reference to the accompanying drawings, of which: Fig. 1 is a perspective view of a lateral restraint fixing embodying the invention,
Fig. 2 is a view illustrating the restraint fixing in use and providing a compliant tie between supporting structure of reinforced concrete and walling material constituted by bricks or building blocks, and
Figs. 3, 4 and 5 are views which illustrate modifications which will presently be referred to.
Referring now to Fig. 1, the lateral restraint fixing there illustrated is constituted by a support element 10 made of channel section metal and a plurality of anchor members 12 shown connected thereto. The support element is shown to be adapted for being secured to supporting structure by having an upper portion 14 turned through a right angle relative to the remainder of the element, the end portion 14 having a hole 1 6 for the reception of a fixing bolt (not shown in Fig. 1).
At least one end of each anchor member is shown to be formed, by being split and splayed, so that in use of the fixing it can be securely anchored in the walling material, that is to say set in the mortar between courses of bricks or building blocks. (The upper one of the anchor members is shown to be double ended whilst the lower anchor members are shown to be single ended, but it will be understood that such different anchor members will be used seiectively. There may be circumstances where only double ended anchor members will be used. On the other hand there may be circumstances where only single ended anchor members will be used and in this case, depending on the building concerned, the anchor members may all extend in the same direction from the support element or may be arranged alternately in opposite directions).
The means whereby each anchor member can be connected to the support element are constituted by a series of parallel sided elongate slots 18 formed in the central web of the channel section of which the support element is formed and by oppositely disposed notches 20 in side edges of each anchor member. The arrangement is such that to connect an anchor member to the support element it can be passed on edge through one of the elongate slots 1 8 and then returned to a flat down condition to bring the oppositely disposed notches 20 in its side edges into engagement with the parallel sides of the slots 1 8.
This can be effected very quickly and easily.
Referring now to Fig. 2, the fixing described above is shown in use and providing a suitable tie between supporting structure 22 of reinforced concrete and walling material constituted by bricks or building blocks 24, the tie being a compliant tie in the sense that it allows vertical movements which invariably occur whilst a building is settling but provides lateral restraint
against movement of the bricks or building blocks
away from the supporting structure. Such
movements could occur, in the absence of lateral
restraint fixings, for example under the influence of wind suction. In Fig. 2 the support element 10 is shown to be secured to the supporting structure 22 by an expansion bolt 26, but it will be understood that it could be secured in position in any suitable manner, for example by a shot-fired bolt.It will also be understood that the support element can be of any required length and that since the anchor members do not need to be threaded onto the support element from one end the latter could be adapted for being secured to the supporting structure at both ends. In Figs. 3 and 4 the support element is shown to be of slightly modified form to suit the particular way in which it is required to secure it to the supporting structure. In Fig. 3 the upper end of the support element is shown to have been twisted through substantially a right angle. In Fig. 4 the upper end of the support element is offset from but parallel to the plane of the remainder of the element, this form of support element being suitable for "face" fixing.
Referring now to Fig. 5, in a further possible modification the parallel sided elongate slot of the support element is shown to be provided with a locally widened upper end portion 28 through which the or each anchor member can be passed in flat down condition. It will be undersood that in this way it is possible to bring the notches in the or each anchor member into engagement with the parallel sides of the slot in which it is to be connected without passing the anchor member on edge part way through said slot.
Thus there is provided a lateral restraint fixing which has been found to be a distinct improvement over such fixings previously employed, this being because the anchor members can so very easily be connected to the support element as building work progresses. That is to say, as each succeeding course of cladding or lining bricks or building blocks requiring lateral restraint is laid, the anchor members can be passed through the appropriate slots in the support elements to bring their notches into engagement with the parallel sides of the slots.
The anchor members can then be embedded in the cement or grout which has been laid prior to the laying of the next course of bricks or blocks. By the use of such lateral restraint fixings it has been found by carefully conducted tests that the
requirements of B.S. 5628 (Code of Practice for structural Use of Masonry) can be met.
Various other modifications may be made. For
example, the or each anchor member need not necessarily be split and splayed at one end so that it can be securely anchored in the walling material.
An equally effective anchoring could be effected by the end of the anchor member being apertured and receiving a peg extending perpendicular to the general plane of the anchor member, the peg conveniently being secured in position by welding, but other means could equally well be used. It will of course be understood that this form of lateral restraint fixing will normally be made of mild steel or stainless steel, copper or phosphor bronze or the like, but other materials of suitable strength could be used, for example a strong plastics material.
Claims (7)
1. A lateral restraint fixing for building work, that is to say for providing a compliant tie
between supporting structure and walling
material, the fixing being constituted by a support
element capable of being secured to the
supporting structure, and at least one anchor
member capable of being connected to said
support element, the anchor member having at
least one end portion formed so that it can be
securely anchored in the walling material, the
means whereby the or each anchor member can
be connected to the support element being
constituted by at least one parallel sided elongate
slot extending through the support element and by
oppositely disposed notches in side edges of the
anchor member, the arrangement being such that
the anchor member can be passed part way
through the elongate support element for the
oppositely disposed notches in its side edges to
be brought into engagement with the parallel
sides of the slot in the support element.
2. A lateral restraint fixing according to claim 1,
in which the arrangement is such that to bring the
notches in the anchor member into engagement
with the parallel sides of the slot in the support
element the anchor member needs to be passed
on edge through the elongate slot in the support element before being turned flat down to engage its notches with the parallel sides of the slot.
3. A lateral restraint fixing according to claim 1, in which the or each parallel sided slot in the support element has a locally widened upper end portion through which the anchor member can be passed in flat down condition.
4. A lateral restraint fixing according to any one of the preceding claims, in which the support element is made of channel or I-section material with the parallel sided elongate slot or slots formed in the central web of the section.
5. A lateral restraint fixing-according to any one of the preceding claim, in which the support element is adapted for being secured to the supporting structure at only one end, for example by having an end portion turned through a right angle relative to the remainder of the element.
6. A lateral restraint fixing according to any one of the preceding claims, in which the or each anchor member is formed at one end, so that it can be securely anchored in the walling material, by being split and splayed at that end.
7. A lateral restraint fixing for building work, that is to say for providing a compliant tie between supporting structure and walling material, the fixing being constructed, arranged and adapted to be used substantially as hereinbefore described with reference to and as illustrated by Figs. 1 and 2 or Figs. 3, 4 or 5 of the accompanying drawings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB8033262A GB2069024B (en) | 1979-12-19 | 1980-10-15 | Lateral restrain fixing for building work |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB7943721 | 1979-12-19 | ||
| GB8033262A GB2069024B (en) | 1979-12-19 | 1980-10-15 | Lateral restrain fixing for building work |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| GB2069024A true GB2069024A (en) | 1981-08-19 |
| GB2069024B GB2069024B (en) | 1983-04-13 |
Family
ID=26273919
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB8033262A Expired GB2069024B (en) | 1979-12-19 | 1980-10-15 | Lateral restrain fixing for building work |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB2069024B (en) |
Cited By (42)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4373314A (en) * | 1981-12-10 | 1983-02-15 | Aa Wire Products Company | Masonry veneer wall anchor |
| US4598518A (en) * | 1984-11-01 | 1986-07-08 | Hohmann Enterprises, Inc. | Pronged veneer anchor and dry wall construction system |
| GB2200667A (en) * | 1987-02-04 | 1988-08-10 | Frank Johnson | Floor and wall separation restraints |
| FR2716220A1 (en) * | 1994-02-15 | 1995-08-18 | Delbays Pierre Leonce Emile | Claw leg for anchoring vertical or horizontal slabs to concrete walls |
| GB2287488A (en) * | 1994-03-14 | 1995-09-20 | Mitek Inc | Restraint strap for use in buildings |
| US5735087A (en) * | 1996-07-19 | 1998-04-07 | Mitek Holdings, Inc. | Truss with integral hold down strap |
| US6219975B1 (en) | 1998-05-15 | 2001-04-24 | Mitek Holdings, Inc. | Truss with integral hold down strap |
| US7562506B2 (en) | 2003-04-30 | 2009-07-21 | Mitek Holdings, Inc. | Notched surface-mounted anchors and wall anchor systems using the same |
| US7587874B2 (en) | 2003-04-30 | 2009-09-15 | Mitek Holdings, Inc. | High-strength surface-mounted anchors and wall anchor systems using the same |
| GB2470992A (en) * | 2009-06-09 | 2010-12-15 | Zemla Pty Ltd | Structural wind post for reinforcing block wall |
| US8516763B2 (en) | 2011-06-02 | 2013-08-27 | Mitek Holdings, Inc. | Thermally isolating tubule for wall anchor |
| US8667757B1 (en) | 2013-03-11 | 2014-03-11 | Mitek Holdings, Inc. | Veneer tie and wall anchoring systems with in-cavity thermal breaks |
| US8726596B2 (en) | 2012-03-21 | 2014-05-20 | Mitek Holdings, Inc. | High-strength partially compressed veneer ties and anchoring systems utilizing the same |
| US8726597B2 (en) | 2012-09-15 | 2014-05-20 | Mitek Holdings, Inc. | High-strength veneer tie and thermally isolated anchoring systems utilizing the same |
| US8733049B2 (en) | 2011-09-23 | 2014-05-27 | Mitek Holdings, Inc. | Dual pintle and anchoring system utilizing the same |
| US8739485B2 (en) | 2012-06-28 | 2014-06-03 | Mitek Holdings, Inc. | Low profile pullout resistant pintle and anchoring system utilizing the same |
| US8800241B2 (en) | 2012-03-21 | 2014-08-12 | Mitek Holdings, Inc. | Backup wall reinforcement with T-type anchor |
| US8833003B1 (en) | 2013-03-12 | 2014-09-16 | Columbia Insurance Company | High-strength rectangular wire veneer tie and anchoring systems utilizing the same |
| US8839587B2 (en) | 2012-03-14 | 2014-09-23 | Columbia Insurance Company | Mounting arrangement for panel veneer structures |
| US8839581B2 (en) | 2012-09-15 | 2014-09-23 | Mitek Holdings, Inc. | High-strength partially compressed low profile veneer tie and anchoring system utilizing the same |
| US8844229B1 (en) | 2013-03-13 | 2014-09-30 | Columbia Insurance Company | Channel anchor with insulation holder and anchoring system using the same |
| US8863460B2 (en) | 2013-03-08 | 2014-10-21 | Columbia Insurance Company | Thermally coated wall anchor and anchoring systems with in-cavity thermal breaks |
| US8898980B2 (en) | 2012-09-15 | 2014-12-02 | Mitek Holdings, Inc. | Pullout resistant pintle and anchoring system utilizing the same |
| US8904730B2 (en) | 2012-03-21 | 2014-12-09 | Mitek Holdings, Inc. | Thermally-isolated anchoring systems for cavity walls |
| US8904726B1 (en) | 2013-06-28 | 2014-12-09 | Columbia Insurance Company | Vertically adjustable disengagement prevention veneer tie and anchoring system utilizing the same |
| US8904731B2 (en) | 2013-02-28 | 2014-12-09 | Columbia Insurance Company | Laser configured hook column anchors and anchoring systems utilizing the same |
| US8904727B1 (en) | 2013-10-15 | 2014-12-09 | Columbia Insurance Company | High-strength vertically compressed veneer tie anchoring systems utilizing and the same |
| US8910445B2 (en) | 2013-03-13 | 2014-12-16 | Columbia Insurance Company | Thermally isolated anchoring system |
| US8978330B2 (en) | 2013-07-03 | 2015-03-17 | Columbia Insurance Company | Pullout resistant swing installation tie and anchoring system utilizing the same |
| US8978326B2 (en) | 2013-03-12 | 2015-03-17 | Columbia Insurance Company | High-strength partition top anchor and anchoring system utilizing the same |
| US9038350B2 (en) | 2013-10-04 | 2015-05-26 | Columbia Insurance Company | One-piece dovetail veneer tie and wall anchoring system with in-cavity thermal breaks |
| US9038351B2 (en) | 2013-03-06 | 2015-05-26 | Columbia Insurance Company | Thermally coated wall anchor and anchoring systems with in-cavity thermal breaks for cavity walls |
| US9121169B2 (en) | 2013-07-03 | 2015-09-01 | Columbia Insurance Company | Veneer tie and wall anchoring systems with in-cavity ceramic and ceramic-based thermal breaks |
| US9140001B1 (en) | 2014-06-24 | 2015-09-22 | Columbia Insurance Company | Thermal wall anchor |
| US9260857B2 (en) | 2013-03-14 | 2016-02-16 | Columbia Insurance Company | Fail-safe anchoring systems for cavity walls |
| US9273461B1 (en) | 2015-02-23 | 2016-03-01 | Columbia Insurance Company | Thermal veneer tie and anchoring system |
| US9334646B2 (en) | 2014-08-01 | 2016-05-10 | Columbia Insurance Company | Thermally-isolated anchoring systems with split tail veneer tie for cavity walls |
| US9340968B2 (en) | 2012-12-26 | 2016-05-17 | Columbia Insurance Company | Anchoring system having high-strength ribbon loop anchor |
| US9458626B2 (en) | 2013-03-07 | 2016-10-04 | Columbia Insurance Company | Laser configured column anchors and anchoring systems utilizing the same |
| US10202754B2 (en) | 2015-12-04 | 2019-02-12 | Columbia Insurance Company | Thermal wall anchor |
| USD846973S1 (en) | 2015-09-17 | 2019-04-30 | Columbia Insurance Company | High-strength partition top anchor |
| US10407892B2 (en) | 2015-09-17 | 2019-09-10 | Columbia Insurance Company | High-strength partition top anchor and anchoring system utilizing the same |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8596010B2 (en) | 2011-05-20 | 2013-12-03 | Mitek Holdings, Inc. | Anchor with angular adjustment |
| US8555596B2 (en) | 2011-05-31 | 2013-10-15 | Mitek Holdings, Inc. | Dual seal tubular anchor for cavity walls |
| US8661766B2 (en) | 2012-06-22 | 2014-03-04 | Mitek Holdings, Inc. | Anchor with angular adjustment |
| USD702544S1 (en) | 2012-07-26 | 2014-04-15 | Mitek Holdings, Inc. | Thermal wing nut anchor having continuous threads |
| USD706127S1 (en) | 2012-07-26 | 2014-06-03 | Mitek Holdings, Inc. | Wing nut anchor having discontinuous threads |
-
1980
- 1980-10-15 GB GB8033262A patent/GB2069024B/en not_active Expired
Cited By (54)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4373314A (en) * | 1981-12-10 | 1983-02-15 | Aa Wire Products Company | Masonry veneer wall anchor |
| US4598518A (en) * | 1984-11-01 | 1986-07-08 | Hohmann Enterprises, Inc. | Pronged veneer anchor and dry wall construction system |
| GB2200667A (en) * | 1987-02-04 | 1988-08-10 | Frank Johnson | Floor and wall separation restraints |
| FR2716220A1 (en) * | 1994-02-15 | 1995-08-18 | Delbays Pierre Leonce Emile | Claw leg for anchoring vertical or horizontal slabs to concrete walls |
| GB2287488A (en) * | 1994-03-14 | 1995-09-20 | Mitek Inc | Restraint strap for use in buildings |
| US5735087A (en) * | 1996-07-19 | 1998-04-07 | Mitek Holdings, Inc. | Truss with integral hold down strap |
| US6219975B1 (en) | 1998-05-15 | 2001-04-24 | Mitek Holdings, Inc. | Truss with integral hold down strap |
| US7562506B2 (en) | 2003-04-30 | 2009-07-21 | Mitek Holdings, Inc. | Notched surface-mounted anchors and wall anchor systems using the same |
| US7587874B2 (en) | 2003-04-30 | 2009-09-15 | Mitek Holdings, Inc. | High-strength surface-mounted anchors and wall anchor systems using the same |
| US7845137B2 (en) | 2003-04-30 | 2010-12-07 | Mitek Holdings, Inc. | High-strength surface-mounted anchors and wall anchor systems using the same |
| AU2010202130B2 (en) * | 2009-06-09 | 2015-07-23 | Zemla Pty Ltd | Building Support |
| GB2470992A (en) * | 2009-06-09 | 2010-12-15 | Zemla Pty Ltd | Structural wind post for reinforcing block wall |
| GB2470992B (en) * | 2009-06-09 | 2015-02-18 | Zemla Pty Ltd | Building support for distributing shear loads between structural units |
| US8516763B2 (en) | 2011-06-02 | 2013-08-27 | Mitek Holdings, Inc. | Thermally isolating tubule for wall anchor |
| US8733049B2 (en) | 2011-09-23 | 2014-05-27 | Mitek Holdings, Inc. | Dual pintle and anchoring system utilizing the same |
| US8839587B2 (en) | 2012-03-14 | 2014-09-23 | Columbia Insurance Company | Mounting arrangement for panel veneer structures |
| US8800241B2 (en) | 2012-03-21 | 2014-08-12 | Mitek Holdings, Inc. | Backup wall reinforcement with T-type anchor |
| US8726596B2 (en) | 2012-03-21 | 2014-05-20 | Mitek Holdings, Inc. | High-strength partially compressed veneer ties and anchoring systems utilizing the same |
| US8904730B2 (en) | 2012-03-21 | 2014-12-09 | Mitek Holdings, Inc. | Thermally-isolated anchoring systems for cavity walls |
| US9732514B2 (en) | 2012-03-21 | 2017-08-15 | Columbia Insurance Company | Backup wall reinforcement with T-type anchor |
| US9273460B2 (en) | 2012-03-21 | 2016-03-01 | Columbia Insurance Company | Backup wall reinforcement with T-type anchor |
| US8739485B2 (en) | 2012-06-28 | 2014-06-03 | Mitek Holdings, Inc. | Low profile pullout resistant pintle and anchoring system utilizing the same |
| US8726597B2 (en) | 2012-09-15 | 2014-05-20 | Mitek Holdings, Inc. | High-strength veneer tie and thermally isolated anchoring systems utilizing the same |
| US8839581B2 (en) | 2012-09-15 | 2014-09-23 | Mitek Holdings, Inc. | High-strength partially compressed low profile veneer tie and anchoring system utilizing the same |
| US8898980B2 (en) | 2012-09-15 | 2014-12-02 | Mitek Holdings, Inc. | Pullout resistant pintle and anchoring system utilizing the same |
| US9340968B2 (en) | 2012-12-26 | 2016-05-17 | Columbia Insurance Company | Anchoring system having high-strength ribbon loop anchor |
| US9534376B2 (en) | 2013-02-28 | 2017-01-03 | Columbia Insurance Company | Laser configured hook column anchors and anchoring systems utilizing the same |
| US8904731B2 (en) | 2013-02-28 | 2014-12-09 | Columbia Insurance Company | Laser configured hook column anchors and anchoring systems utilizing the same |
| US9624659B2 (en) | 2013-03-06 | 2017-04-18 | Columbia Insurance Company | Thermally coated wall anchor and anchoring systems with in-cavity thermal breaks for cavity walls |
| US9038351B2 (en) | 2013-03-06 | 2015-05-26 | Columbia Insurance Company | Thermally coated wall anchor and anchoring systems with in-cavity thermal breaks for cavity walls |
| US9458626B2 (en) | 2013-03-07 | 2016-10-04 | Columbia Insurance Company | Laser configured column anchors and anchoring systems utilizing the same |
| US8863460B2 (en) | 2013-03-08 | 2014-10-21 | Columbia Insurance Company | Thermally coated wall anchor and anchoring systems with in-cavity thermal breaks |
| US9080327B2 (en) | 2013-03-08 | 2015-07-14 | Columbia Insurance Company | Thermally coated wall anchor and anchoring systems with in-cavity thermal breaks |
| US8667757B1 (en) | 2013-03-11 | 2014-03-11 | Mitek Holdings, Inc. | Veneer tie and wall anchoring systems with in-cavity thermal breaks |
| US8978326B2 (en) | 2013-03-12 | 2015-03-17 | Columbia Insurance Company | High-strength partition top anchor and anchoring system utilizing the same |
| USD756762S1 (en) | 2013-03-12 | 2016-05-24 | Columbia Insurance Company | High-strength partition top anchor |
| US8833003B1 (en) | 2013-03-12 | 2014-09-16 | Columbia Insurance Company | High-strength rectangular wire veneer tie and anchoring systems utilizing the same |
| US8910445B2 (en) | 2013-03-13 | 2014-12-16 | Columbia Insurance Company | Thermally isolated anchoring system |
| US8844229B1 (en) | 2013-03-13 | 2014-09-30 | Columbia Insurance Company | Channel anchor with insulation holder and anchoring system using the same |
| US9260857B2 (en) | 2013-03-14 | 2016-02-16 | Columbia Insurance Company | Fail-safe anchoring systems for cavity walls |
| US8904726B1 (en) | 2013-06-28 | 2014-12-09 | Columbia Insurance Company | Vertically adjustable disengagement prevention veneer tie and anchoring system utilizing the same |
| US8978330B2 (en) | 2013-07-03 | 2015-03-17 | Columbia Insurance Company | Pullout resistant swing installation tie and anchoring system utilizing the same |
| US9121169B2 (en) | 2013-07-03 | 2015-09-01 | Columbia Insurance Company | Veneer tie and wall anchoring systems with in-cavity ceramic and ceramic-based thermal breaks |
| US9038350B2 (en) | 2013-10-04 | 2015-05-26 | Columbia Insurance Company | One-piece dovetail veneer tie and wall anchoring system with in-cavity thermal breaks |
| US8904727B1 (en) | 2013-10-15 | 2014-12-09 | Columbia Insurance Company | High-strength vertically compressed veneer tie anchoring systems utilizing and the same |
| US9140001B1 (en) | 2014-06-24 | 2015-09-22 | Columbia Insurance Company | Thermal wall anchor |
| US9758958B2 (en) | 2014-06-24 | 2017-09-12 | Columbia Insurance Company | Thermal wall anchor |
| US9334646B2 (en) | 2014-08-01 | 2016-05-10 | Columbia Insurance Company | Thermally-isolated anchoring systems with split tail veneer tie for cavity walls |
| US9273461B1 (en) | 2015-02-23 | 2016-03-01 | Columbia Insurance Company | Thermal veneer tie and anchoring system |
| USD846973S1 (en) | 2015-09-17 | 2019-04-30 | Columbia Insurance Company | High-strength partition top anchor |
| US10407892B2 (en) | 2015-09-17 | 2019-09-10 | Columbia Insurance Company | High-strength partition top anchor and anchoring system utilizing the same |
| USD882383S1 (en) | 2015-09-17 | 2020-04-28 | Columbia Insurance Company | High-strength partition top anchor |
| USD937669S1 (en) | 2015-09-17 | 2021-12-07 | Hohmann & Barnard, Inc. | High-strength partition top anchor |
| US10202754B2 (en) | 2015-12-04 | 2019-02-12 | Columbia Insurance Company | Thermal wall anchor |
Also Published As
| Publication number | Publication date |
|---|---|
| GB2069024B (en) | 1983-04-13 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PCNP | Patent ceased through non-payment of renewal fee |