US1794684A - Anchor for veneered concrete structures - Google Patents
Anchor for veneered concrete structures Download PDFInfo
- Publication number
- US1794684A US1794684A US357577A US35757729A US1794684A US 1794684 A US1794684 A US 1794684A US 357577 A US357577 A US 357577A US 35757729 A US35757729 A US 35757729A US 1794684 A US1794684 A US 1794684A
- Authority
- US
- United States
- Prior art keywords
- anchor
- wall
- plate
- veneered
- concrete
- 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.)
- Expired - Lifetime
Links
- BFPSDSIWYFKGBC-UHFFFAOYSA-N chlorotrianisene Chemical compound C1=CC(OC)=CC=C1C(Cl)=C(C=1C=CC(OC)=CC=1)C1=CC=C(OC)C=C1 BFPSDSIWYFKGBC-UHFFFAOYSA-N 0.000 description 5
- 238000010276 construction Methods 0.000 description 2
- 241000587161 Gomphocarpus Species 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000000284 resting 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
Definitions
- Therobject of myinvention is tov provide .v
- a further 5 securing means which may be permanently secured in the concrete wall and when so'Y secured lies within the outer suriace of the wall so that the veneer may b-e applied without hindrance from'said anchor device.
- Figure 1 is a perspective view illustrating a portion of a concrete wall showing the inanner in which my improved device is applied rthereto and the manner in which the veneered wall is anchored to said concrete wall.
- Figure 2 is a perspective view of a segmented port-ion of the mold or iorm in which rthe concrete wall is built, showing the man- Vner in which my improved device is applied to said wall before the concrete is poured.
- Figure 3 is ak perspective view of one of the members of my improved device.
- Figure Iobject is to provide an anchor
- i is a perspective view of another 1929.
- My improved device comprises a some-u what channel shaped form plate 13, ofsnb-vv stantially l! outer edges -shaped cross section, having its providedwith laterally project?, u ing flanges le, said flanges lyingin acoinmon. ⁇ piane ,and parallel with the lbody of the mem,- ,I
- Another member ci' my device comprises 7, what l shall term anfanchor support, which.
- lThe blocl ⁇ s.18- have vbeveled faces. 19 ⁇ designed to ittheinner faces of vthe the block 18 member v13, andthe lower en d of is provided with a groove 2O ⁇ for receivingene of the looped portionslof the member ⁇ 16, in the, manner clearly illusy member 13, are supported in Acommon Amember 13, in themanner clearly. illustrated,
- the member 13 After ⁇ thel assembled, the member 13 is then placed in an upright position adjacent to the inner tace of the form 11, and temporarily secured in positionrby means of nails or other suitable devices 22, the nails being driven through 4 1.N .L f' J. c
- he concrete Q3 may then be poured into the space between the walls 10 and 11, portions or". which Will pass through the inwardly projec ig ends ot the loops 1'?, in the manrer illustrated in Figure, thereby providing me ns for anchoring the member 16 pernianenti y t le end t the channel or" the member 13, sai member being cast int-o the Wall 2li.
- Vvertical groove-s 26 Will be provided'in the outer tace of the Wall 2li, in ivhich the vertical members 15 are mounted, so that anchor devices ⁇ 27, which are preferably oi V -shaped 'formation and made of Wire or other suitable material, may be inserted through the openings Q5 with the body ot. the anchor 2'? resting on the top surface ot the if'eneer block or brick 28, alterl Which mortar may be covered over the anchor 27 and a new course vof block laid.
- anchor devices ⁇ 27 which are preferably oi V -shaped 'formation and made of Wire or other suitable material
- Vthe anchors 27 any number oic Vthe anchors 27 may be used, so that the veneer Wall may befrigidly sup,- porteo in position, the vertical members 16 providing means whereby the mason laying the veneer blocks need pay but little attention to the alineinent oit the bloclrs relative to the anchor devices, inasmuch as the anchors 27 i.
- An anchor supporting device comprising a substantially s -shaped form plate have ing a series oi openings in its apex edge, any
- anchor support termed of a rod or Wire provided "with lJ-shaped and laterally extending ijioaaa bent portions projected through the openings of said plate, With the body member of said support Within the angular groove of said plate, and spacing blocks between said support and the inner tace of said plate.
- anchor supporting device comprising a substantially V-shaped plate having a laterally extending flange on each ot its side edges, and a central portion providedrwith spaced and elongated openings in common alineinent and longitudinally of said plat-e, an anchor support formed of a Wire or rod provided vith a series ot U-shaped and laterally projecting loops in a common plane, the loops beingl supported Within and projecting through the openings of said plate with the body portion of said support Within the groove of said plate, so as to form spaces between the inner face of the groove of said plate and the body members of said support, said body members being supported substantially parallel With the tace of said plate, and series of anchor devices mounted on said 3.
- anchor supporting ,device comprising a substantially if-shaped plate having a terally ei;
- v ⁇ said body members being su'pporte-d'substantially parallel with the face of said plate, a series'ot' anchor devices mounted on said body port-ions, and a .series oil' spacing blocks in unted between said body portions and sait plate.
Description
March 3, 1931. c. E. HANDEL ANCHOR FOR VEEERED CONCRETE STRUCTURES Filed April 23, 1929 liafented 3, 1931 rar CHARLES E. HANDEL, OF 1ll/"IN'IllllRSlElT, IOWA .ANCHOR FOR VENEER/ED CONCRETE STRUCTURES Application filed April 23,
to which the veneer is applied. l
Therobject of myinvention is tov provide .v
a simple, durable and inexpensive means wherebythe said anchor devices may be easily and quickly applied to the-'anchor'securing means, and when se applied will rigidly and firmly secure Jdiek veneer in position adjacentto the outer face of the concrete wall. i Y 1 A furthervobject is to' provideananchor securing meanswhich maybe permanently fixed in the concrete .wall and so constructed that the anchors may.be'eas'ilyrapplied. and adjusted to layers oi'veneer at various thicknesses. Y
A further 5 securing meanswhich may be permanently secured in the concrete wall and when so'Y secured lies within the outer suriace of the wall so that the veneer may b-e applied without hindrance from'said anchor device. i My invention consists in the construction',
arrangement and combination of the various 'l parts of thc device, whereby the objects contemplated yare attained, as hereinafter more fully set forth, vpointed out in my claims, and r illustrated in the accompanying drawings,
in which:
Figure 1 is a perspective view illustrating a portion of a concrete wall showing the inanner in which my improved device is applied rthereto and the manner in which the veneered wall is anchored to said concrete wall.
Figure 2 is a perspective view of a segmented port-ion of the mold or iorm in which rthe concrete wall is built, showing the man- Vner in which my improved device is applied to said wall before the concrete is poured.
Figure 3 is ak perspective view of one of the members of my improved device. i Figure Iobject is to provide an anchor i is a perspective view of another 1929. Serial No. 35"?,5'77.
one of the members of my improved device;l
and Y Figure 5 thereto.
is a detail sectional view of. the
concrete formand of my device applied rlhe numeral@v v1() indicates the inner wall e form, and 11 the outer wall-of of a concret said form, Which is spaced there-from with the usual ties 12.
and tied My improved device comprises a some-u what channel shaped form plate 13, ofsnb-vv stantially l! outer edges -shaped cross section, having its providedwith laterally project?, u ing flanges le, said flanges lyingin acoinmon.` piane ,and parallel with the lbody of the mem,- ,I
' loer 13,thev apex edge of themember 13 have ing a series of elongated openings lwhich are spaced apart a considerable distance.I
Another member ci' my device comprises 7, what l shall term anfanchor support, which.
is formed of a single piece of wire 0r-rod16, j-
plane, showing that-the Loops 17 Lmaybe inserted in the opening 15 vwiththebody por tion `16 mounted within the channel of the` in the drawings.
Spacing blocks k18 yare provided, for retaining the body member 16 at the'desiredl distance from the, memberl 13. lThe blocl{s.18- have vbeveled faces. 19 `designed to ittheinner faces of vthe the block 18 member v13, andthe lower en d of is provided with a groove 2O `for receivingene of the looped portionslof the member `16, in the, manner clearly illusy member 13, are supported in Acommon Amember 13, in themanner clearly. illustrated,
trated vin Figure 4, This provides lmeans for ietamincv the block in position while the bodyY member y i5 i the vmember 1'? mounted tlicrein,serving tol".`I
preventv the s y,eing. placedinf position within bleclr from turning, or .fr-otatingg about thefinember 16the enter face of the; blocir 18 having greove ,21 for receiving.r
the member After` thel assembled, the member 13 is then placed in an upright position adjacent to the inner tace of the form 11, and temporarily secured in positionrby means of nails or other suitable devices 22, the nails being driven through 4 1.N .L f' J. c
or adjacen-u to ene einer edges or the flanges le, with a portion oiQ trie nail heads orerlapping the said members Any number ot these members 13 may be secured to the inner 'face the Wall.
he concrete Q3 may then be poured into the space between the walls 10 and 11, portions or". which Will pass through the inwardly projec ig ends ot the loops 1'?, in the manrer illustrated in Figure, thereby providing me ns for anchoring the member 16 pernianenti y t le end t the channel or" the member 13, sai member being cast int-o the Wall 2li.
By reierrir o to Figure 5 it ivi? the members 1S mounted L, inner tace oit the ivall 11, a liile the 'nner edge ot the member 13 is supoorted Within the so that the be seen that adacent to the Wall a considerable di; f spaces are provided b- 13 d tire said member Alfter the form wall 11 has'been removed,
Vvertical groove-s 26 Will be provided'in the outer tace of the Wall 2li, in ivhich the vertical members 15 are mounted, so that anchor devices `27, which are preferably oi V -shaped 'formation and made of Wire or other suitable material, may be inserted through the openings Q5 with the body ot. the anchor 2'? resting on the top surface ot the if'eneer block or brick 28, alterl Which mortar may be covered over the anchor 27 and a new course vof block laid.
By this arrangement it will be seen that any number oic Vthe anchors 27 may be used, so that the veneer Wall may befrigidly sup,- porteo in position, the vertical members 16 providing means whereby the mason laying the veneer blocks need pay but little attention to the alineinent oit the bloclrs relative to the anchor devices, inasmuch as the anchors 27 i. are slidably mounted on the member 16 and ot simple, durable and comparatively cheap Y construction, which may be'easily and quick- 1y applied to the forms of the mold for forming the concrete Wall, and when so applied the device will be permanently and rigidly Y iredin said Wall and provide means whereby anchor devices may be quickly and easily ap-V plied as the veneer Wall is laid.
l claim as my invention: Y
1. An anchor supporting device comprising a substantially s -shaped form plate have ing a series oi openings in its apex edge, any
anchor support termed of a rod or Wire provided "with lJ-shaped and laterally extending ijioaaa bent portions projected through the openings of said plate, With the body member of said support Within the angular groove of said plate, and spacing blocks between said support and the inner tace of said plate.
2. iin anchor supporting device comprising a substantially V-shaped plate having a laterally extending flange on each ot its side edges, and a central portion providedrwith spaced and elongated openings in common alineinent and longitudinally of said plat-e, an anchor support formed of a Wire or rod provided vith a series ot U-shaped and laterally projecting loops in a common plane, the loops beingl supported Within and projecting through the openings of said plate with the body portion of said support Within the groove of said plate, so as to form spaces between the inner face of the groove of said plate and the body members of said support, said body members being supported substantially parallel With the tace of said plate, and series of anchor devices mounted on said 3. .ein anchor supporting ,devicecomprisg a substantially if-shaped plate having a terally ei;
tending on each of its side edges, and a central portion provided With with the bodyfportion otsaid support Within the groove or" said-plate, so as to term spaces `between the inner face ot the groove of said plate and the body members of said support,
v`said body members being su'pporte-d'substantially parallel with the face of said plate, a series'ot' anchor devices mounted on said body port-ions, and a .series oil' spacing blocks in unted between said body portions and sait plate. A f
' f 'CHARLES E. HANDEL.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US357577A US1794684A (en) | 1929-04-23 | 1929-04-23 | Anchor for veneered concrete structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US357577A US1794684A (en) | 1929-04-23 | 1929-04-23 | Anchor for veneered concrete structures |
Publications (1)
Publication Number | Publication Date |
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US1794684A true US1794684A (en) | 1931-03-03 |
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ID=23406177
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US357577A Expired - Lifetime US1794684A (en) | 1929-04-23 | 1929-04-23 | Anchor for veneered concrete structures |
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Cited By (43)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3341998A (en) * | 1965-04-23 | 1967-09-19 | Aa Wire Products Co | Flexible reinforcement joint for masonry wall reinforcement |
US3353312A (en) * | 1966-05-11 | 1967-11-21 | Storch Bernard | Adjustable anchoring means for masonry walls |
US3377764A (en) * | 1966-04-26 | 1968-04-16 | Storch Bernard | Anchoring means for masonry walls |
US4021990A (en) * | 1976-01-27 | 1977-05-10 | Hohmann & Barnard, Inc. | Veneer anchor and dry wall construction system and method |
DE3127087A1 (en) * | 1981-07-09 | 1983-01-27 | Sigma Bauelemente Gmbh, 4800 Bielefeld | Device for retaining steel reinforcing members |
US4373314A (en) * | 1981-12-10 | 1983-02-15 | Aa Wire Products Company | Masonry veneer wall anchor |
EP0034899B1 (en) * | 1980-02-15 | 1984-08-22 | Square Grip Limited | Jointing techniques for concrete members |
US4852320A (en) * | 1988-04-19 | 1989-08-01 | Ballantyne Brian R | Mortar collecting device for use in masonry wall construction |
EP0412445A2 (en) * | 1989-08-10 | 1991-02-13 | Halfeneisen GmbH & Co. Kommanditgesellschaft | Rail to be embedded in concrete girders or same |
US7325366B1 (en) * | 2005-08-08 | 2008-02-05 | Hohmann & Barnard, Inc. | Snap-in wire tie |
US20090260312A1 (en) * | 2006-05-24 | 2009-10-22 | Yan Sup Lee | Fix Holder, Steel Wire, Bricks, and Bricks Walls Reinforcement Method Thereby |
US8613175B2 (en) | 2011-09-23 | 2013-12-24 | Mitek Holdings, Inc. | High-strength pintles and anchoring systems utilizing the same |
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 |
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 |
US8839587B2 (en) | 2012-03-14 | 2014-09-23 | Columbia Insurance Company | Mounting arrangement for panel veneer structures |
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 |
US8881488B2 (en) | 2012-12-26 | 2014-11-11 | Mitek Holdings, Inc. | High-strength ribbon loop anchors and anchoring systems utilizing the same |
US8898980B2 (en) | 2012-09-15 | 2014-12-02 | Mitek Holdings, Inc. | Pullout resistant pintle and anchoring system 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 |
US8904731B2 (en) | 2013-02-28 | 2014-12-09 | Columbia Insurance Company | Laser configured hook column anchors and anchoring systems utilizing the same |
US8904726B1 (en) | 2013-06-28 | 2014-12-09 | Columbia Insurance Company | Vertically adjustable disengagement prevention veneer tie and anchoring system utilizing the same |
US8904730B2 (en) | 2012-03-21 | 2014-12-09 | Mitek Holdings, Inc. | Thermally-isolated anchoring systems for cavity walls |
US8910445B2 (en) | 2013-03-13 | 2014-12-16 | Columbia Insurance Company | Thermally isolated anchoring system |
US8978326B2 (en) | 2013-03-12 | 2015-03-17 | Columbia Insurance Company | High-strength partition top anchor 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 |
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 |
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 |
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 |
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 |
-
1929
- 1929-04-23 US US357577A patent/US1794684A/en not_active Expired - Lifetime
Cited By (56)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3341998A (en) * | 1965-04-23 | 1967-09-19 | Aa Wire Products Co | Flexible reinforcement joint for masonry wall reinforcement |
US3377764A (en) * | 1966-04-26 | 1968-04-16 | Storch Bernard | Anchoring means for masonry walls |
US3353312A (en) * | 1966-05-11 | 1967-11-21 | Storch Bernard | Adjustable anchoring means for masonry walls |
US4021990A (en) * | 1976-01-27 | 1977-05-10 | Hohmann & Barnard, Inc. | Veneer anchor and dry wall construction system and method |
EP0034899B1 (en) * | 1980-02-15 | 1984-08-22 | Square Grip Limited | Jointing techniques for concrete members |
DE3127087A1 (en) * | 1981-07-09 | 1983-01-27 | Sigma Bauelemente Gmbh, 4800 Bielefeld | Device for retaining steel reinforcing members |
US4373314A (en) * | 1981-12-10 | 1983-02-15 | Aa Wire Products Company | Masonry veneer wall anchor |
US4852320A (en) * | 1988-04-19 | 1989-08-01 | Ballantyne Brian R | Mortar collecting device for use in masonry wall construction |
EP0412445A2 (en) * | 1989-08-10 | 1991-02-13 | Halfeneisen GmbH & Co. Kommanditgesellschaft | Rail to be embedded in concrete girders or same |
EP0412445A3 (en) * | 1989-08-10 | 1993-06-09 | Halfeneisen Gmbh & Co. Kommanditgesellschaft | Rail to be embedded in concrete girders or same |
US7325366B1 (en) * | 2005-08-08 | 2008-02-05 | Hohmann & Barnard, Inc. | Snap-in wire tie |
US8096090B1 (en) | 2005-08-08 | 2012-01-17 | Mitek Holdings, Inc. | Snap-in wire tie |
US20090260312A1 (en) * | 2006-05-24 | 2009-10-22 | Yan Sup Lee | Fix Holder, Steel Wire, Bricks, and Bricks Walls Reinforcement Method Thereby |
US8613175B2 (en) | 2011-09-23 | 2013-12-24 | Mitek Holdings, Inc. | High-strength pintles and anchoring systems utilizing the same |
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 |
US8904730B2 (en) | 2012-03-21 | 2014-12-09 | Mitek Holdings, Inc. | Thermally-isolated anchoring systems for cavity walls |
US8726596B2 (en) | 2012-03-21 | 2014-05-20 | Mitek Holdings, Inc. | High-strength partially compressed veneer ties and anchoring systems utilizing the same |
US8800241B2 (en) | 2012-03-21 | 2014-08-12 | Mitek Holdings, Inc. | 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 |
US9732514B2 (en) | 2012-03-21 | 2017-08-15 | 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 |
US8898980B2 (en) | 2012-09-15 | 2014-12-02 | Mitek Holdings, Inc. | Pullout resistant pintle and anchoring system 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 |
US8881488B2 (en) | 2012-12-26 | 2014-11-11 | Mitek Holdings, Inc. | High-strength ribbon loop anchors and anchoring systems utilizing the same |
US9340968B2 (en) | 2012-12-26 | 2016-05-17 | Columbia Insurance Company | Anchoring system having high-strength ribbon loop anchor |
US8904731B2 (en) | 2013-02-28 | 2014-12-09 | Columbia Insurance Company | Laser configured hook column anchors and anchoring systems utilizing the same |
US9534376B2 (en) | 2013-02-28 | 2017-01-03 | Columbia Insurance Company | Laser configured hook column anchors and anchoring systems utilizing the same |
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 |
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 |
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 |
US20150033651A1 (en) * | 2013-03-08 | 2015-02-05 | 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 |
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 |
US8978330B2 (en) | 2013-07-03 | 2015-03-17 | Columbia Insurance Company | Pullout resistant swing installation tie 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 |
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 |
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