US1729935A - Wall anchor - Google Patents
Wall anchor Download PDFInfo
- Publication number
- US1729935A US1729935A US264181A US26418128A US1729935A US 1729935 A US1729935 A US 1729935A US 264181 A US264181 A US 264181A US 26418128 A US26418128 A US 26418128A US 1729935 A US1729935 A US 1729935A
- Authority
- US
- United States
- Prior art keywords
- angle bar
- wall
- building
- supporting member
- angle
- 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
- 239000004567 concrete Substances 0.000 description 13
- 230000000284 resting effect Effects 0.000 description 8
- 238000004873 anchoring Methods 0.000 description 4
- 239000011449 brick Substances 0.000 description 4
- 239000004575 stone Substances 0.000 description 4
- 238000005452 bending Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
- 210000002105 tongue Anatomy 0.000 description 1
- 239000002023 wood Substances 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
- My invention relates to means for securing and supporting an outer masonry building wall, such as of brick or stone, to the frame work or inner structure of a building, and has for its object the provision of a device of the character designated which shall be simple of design, easy of manufacture and which shall be adjustable as to position.
- a further object of my invention is to provide a wall anchor for brick or stone walls which shall be readily, adjustable to position in a selected course of brick or stone in the wall and which shall furnish both vertical and lateral support to the wall.
- a still further object of my invention is to provide a wall anchor especially adapted to support and retain a brick or stone wall against a reinforced concrete structure and which shall embody a wall supporting and tying element adjustable to position between the courses in the masonry together with novel wedge means to hold it in position, whereby, once located in position in the wall, vertical strain thereon serves to tighten the wedging means.
- my invention comprises an anchor proper which is partially embedded in the concrete girders of the building or is otherwise suitably secured thereto,
- angle supporting means adjustable Vertically with respect to the anchor.
- the angle bar is supported on the vertically adjustable means by an extremely simvention is illustrated in the accompanying drawings, forming a partof this application,
- FIG. 1 is a front elevational view of the angle'holding parts of my improved wall anchor
- FIG. 2 is a cross sectional View taken along the line II-IIof Fig. 1 and showing the masonry supporting angle bar in place and showing in dotted lines the upper outwardly extending portion ofthe angle support turned downwardly to hold the angle bar in place;
- Fig. 3 is a sectio 111 111 01 Fig. 1
- Fig. 4 is a view in side elevation showing the method of embedding the anchor in a concrete girder
- Fig. dis a view similar to Fig. 5 showing a modified form of my invention as applied to a wood frame structure and used to retain a veneer wall of masonry.
- my improved wall anchor comprises a retaining member 10 which may be made of relatively light sheet steel, or other suitable metal, and provided with rearwardly extending anchoring means 11 and 12, formed by bending the upper and lower portions of the retaining member 10 rearwardly.
- the members 11 and 12 are provided with holes 13 and 14 so as to be better held in a concrete girder.
- rearwardly extending tongues 16 and 17 which are dovetail in shape, as seen in Fig. 2, and which are formed by cutting out the retaining member 10 and bending back the portions cut out, as seen in Fig. 3.
- the retaining member 10 is made with downwardly converging sides which are bent over to 'form slots 18 and 19.
- An angle bar supporting member 21 has one side 22 inclined to the longitudinal axis of the member 10 and fitting in the slot 18.
- the other side 23 of the angle bar supporting member 21 lies parallel with the longitudinal axis of the retaining member 10 when the parts are assembled as seen in Fig. 1'.
- a wedge member 24 lies within the slot 19 and bears against the side 23 of the angle bar supporting member 21.
- the angle bar supporting member is provided with a lower arm 26 and an upper arm 27 which serves to support an angle bar 28 forming an anchoring shelffor a masonry wall 29, as seen in Fig. 5. In supporting the angle bar 28, the lower edge thereof is placed on the lower arm 26 of the supporting member 21 and the upper arm 27 is bent downwardly over the uperside of the angle bar 28.
- the retaining members 10 are secured in a concrete girder 41 at suitable intervals, in a manner to be described later, as
- the angle bar supporting members 26 are adjusted by means of the wedge 24, to the proper height for the angle bars to lie in the joints between the courses in the masonry.
- the wedge 24 is then driven into tighten the supporting member 21 and the screw 38 is then tightened down and the angle bar 28 is put in place with the upper arm 27 of the supporting member 21 bent downwardly over the side of the angle bar 28.
- the angle bars may be shifted from side to side to match the openings in the building and may be adjusted vertically to come opposite the joints in the courses of the masonry.
- the angle bar 28 is permitted a limited adj ustment outwardly from the building by varying the location of the bend in the upper arm 27 and by the mason sticking mortar or other suitable backing behind the angle bar.
- the retaining members 10 are put in place in the concrete girders by tacking them to the sides of forms such as 46, shown in Fig. 4, before the girders are poured. At this time, in order to prevent the slots 18and l9 filling with the concrete and to leave space for the supporting member 21 to be inserted after the girder is poured and the form removed, a wooden insert 47 of suitable length and fitting in the slots 18 and 19 is inserted in the slots.
- this method of embedding the retaining members 19 in the concrete girder provides a side support of concrete for the walls of the slots 18 and 19 which provision permits the use of much lighter material in the retaining member 10 than would otherwise be possible.
- FIG. 6 I show a modified form of my invention wherein the main structure of the building with which it is employed embodies wooden girders or frame work 51.
- WVith this form of my invention, 1 provide a retaining member 52 adapted to lie flat against the wooden girder 51 and having a suitable number of holes 53 to receive anchoring members such as spikes 54 driven into the girder 51.
- the other parts of the device are the same as has been described previously and the description need not be repeated.
- a wall anchor for an outer masonry wall of a building comprising a member secured to the building structure and provided with downwardly converging lateral slots, an angle bar supporting member having one side resting in one of the slots, a wedge member cooperating with the other side of the angle bar supporting member and the other slot to hold the angle bar supporting member in place and permitting vertical adjustment of the position thereof, and an angle bar supported by the angle bar supporting member and having a flange projecting into the masonry wall.
- angle bar supporting member embodies upper and lower outwardly extending portions for receiving between them one side of the angle bar, the lower edge of the angle bar resting on the lower outwardly extending portion and the upper outwardly extending portion being turned downwardly over the upper side of the angle bar.
- a wall anchor for the outer masonry wall of a building comprising a retaining member secured to the building structure and provided with downwardly converging slots, an angle bar supporting member having one side resting in one of the slots, and a wedge member coacting with'the other side of the angle bar supporting member and disposed in the other slot.
- a wall anchor for the outer masonry, wall of a building comprising a retaining member secured to the building structure and provided with downwardly converging slots,
- an angle bar supporting member having one side resting in one of the slots, a wedge member coacting with the other side of the angle I bar supporting member and disposed in the 7 other slot, upper and lower outwardly extending arms provided on the angle bar supporting member, and an angle bar resting on the lower arm and having the upper arm turned downwardly over one of its flanges;
- a wall anchor for the outer masonry wall of a building comprising a retaining member secured to the building structure and provided with downwardly converging slots, an angle bar supporting member having one side resting in one of the slots, a wedge member coacting with the other side of the angle bar supporting member and disposed in the other slot, upper and lower outwardly extending arms provided on the angle bar sup-. porting member, an angle bar resting on the lower arm and having the upper arm turned downwardly over one of its flan es, and screw and slot means for securing t e angle bar supporting member to the retaining means.
- a wall anchor for the outer masonry wall of a building having concretegirders CHARLES G. FROEI-ILICH.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
Oct.- 1, 1929. c. 6. FRoEHucH WALL ANCHOR 2 Sheets-Sheet 1 Filed March 23. 1928 h a m 4 V B W v-W A llor nay-S Oct. 1, 1929. c. s. FROEHLICH WALL ANCHOR Filed March 25. 1928 2 Sheets-Sheet 2 Inventor C 6? EOE'h/L'Ch fir A ltorney8 Patented Oct. 1, 1929 CHARLES G. FROEHLICH, OF BIRMINGHAM," ALABAMA WALL ANCHOR Application filed March 23, 1928. Serial No. 264,181.
My invention relates to means for securing and supporting an outer masonry building wall, such as of brick or stone, to the frame work or inner structure of a building, and has for its object the provision of a device of the character designated which shall be simple of design, easy of manufacture and which shall be adjustable as to position.
A further object of my invention is to provide a wall anchor for brick or stone walls which shall be readily, adjustable to position in a selected course of brick or stone in the wall and which shall furnish both vertical and lateral support to the wall.
A still further object of my invention is to provide a wall anchor especially adapted to support and retain a brick or stone wall against a reinforced concrete structure and which shall embody a wall supporting and tying element adjustable to position between the courses in the masonry together with novel wedge means to hold it in position, whereby, once located in position in the wall, vertical strain thereon serves to tighten the wedging means.
As is well known in the building art,,especially in constructing large structures, it is necessary to interpose anchors at regular intervals in the wall to serve both as a vertical and a lateral support to the outer masonry.
This has usually been accomplished by arranging bolts with outwardly extending threaded ends in the forms before the reinforced concrete girders of the building are poured, so that the bolts are embedded in the concrete, and afterward securing angle bars to the bolts with flanges extending outwardly into the masonry wall. While this forms a sturdy means of support when properly located, it ofiers considerable difficulties and expense in the way of application. For eX- ample, the angle barsmust have holes provided therein to receive the bolts thereby requiring accurate spacing of the bolts, and in pouring the concrete girders the bolts often become displaced so that they do not come directly opposite the holes, whereupon the angles must again be drilled to match the bolts. Furthermore, the courses in the outer wall rarely come di rectly opposite the location ofan angle bar so that a flange of the angle bar can lie between the courses without thickening the mortar joint or otherwise spoilouter appearance of the ing the symmetrical building.
These and other difficulties are overcome by means of my invention and. I have provided a wall anchor which is capable of being shifted both laterally and vertically to its position in the masonry wall and which requires no drilling of holes or cutting of the angle supports. Briefly, my invention comprises an anchor proper which is partially embedded in the concrete girders of the building or is otherwise suitably secured thereto,
and which embodies angle supporting means adjustable Vertically with respect to the anchor. The angle bar is supported on the vertically adjustable means by an extremely simvention is illustrated in the accompanying drawings, forming a partof this application,
in which Fig. 1 is a front elevational view of the angle'holding parts of my improved wall anchor Fig. 2 is a cross sectional View taken along the line II-IIof Fig. 1 and showing the masonry supporting angle bar in place and showing in dotted lines the upper outwardly extending portion ofthe angle support turned downwardly to hold the angle bar in place;
Fig. 3 is a sectio 111 111 01 Fig. 1
bar holding parts embedded in a concrete girder.
nal View along the line and showlng the angle Fig. 4 is a view in side elevation showing the method of embedding the anchor in a concrete girder;
F 1g. 51s a verti cal cross sectional view of the wall anchor attached to a concrete girder and supporting and anchoring a masonry wall; and
Fig. dis a view similar to Fig. 5 showing a modified form of my invention as applied to a wood frame structure and used to retain a veneer wall of masonry.
Referring now to the drawing, particularly to Figs. 1 to 5, for a better understanding of my invention, my improved wall anchor comprises a retaining member 10 which may be made of relatively light sheet steel, or other suitable metal, and provided with rearwardly extending anchoring means 11 and 12, formed by bending the upper and lower portions of the retaining member 10 rearwardly. The members 11 and 12 are provided with holes 13 and 14 so as to be better held in a concrete girder. In addition to the re'arwardly bent portions 11 and 12 there are also provided rearwardly extending tongues 16 and 17 which are dovetail in shape, as seen in Fig. 2, and which are formed by cutting out the retaining member 10 and bending back the portions cut out, as seen in Fig. 3.
The retaining member 10 is made with downwardly converging sides which are bent over to ' form slots 18 and 19. An angle bar supporting member 21 has one side 22 inclined to the longitudinal axis of the member 10 and fitting in the slot 18. The other side 23 of the angle bar supporting member 21 lies parallel with the longitudinal axis of the retaining member 10 when the parts are assembled as seen in Fig. 1'. A wedge member 24 lies within the slot 19 and bears against the side 23 of the angle bar supporting member 21. The angle bar supporting member is provided with a lower arm 26 and an upper arm 27 which serves to support an angle bar 28 forming an anchoring shelffor a masonry wall 29, as seen in Fig. 5. In supporting the angle bar 28, the lower edge thereof is placed on the lower arm 26 of the supporting member 21 and the upper arm 27 is bent downwardly over the uperside of the angle bar 28.
It will be seen, with this construction, that as the weight of thewall 29 bears downwardly on the angle bar 28 the load transmitted to the member 21 forces said member more tightly into engagement with the sides of the slot 18 and more tightly against the wedge 24 resting in the slot 19. While the device so far described provides all lateral support for the wall which is normally needed, I provide slotted holes 31 and 32 in the member 21 and provide bosses 33 and 34 on the retaining member 10 and'having interiorly threaded holes 36 and 37 arranged to come opposite one of the holes 31 or 32. i A screw 38 may be em ployed to hold the supporting member 21 in place, once its location has been established.
In use, the retaining members 10 are secured in a concrete girder 41 at suitable intervals, in a manner to be described later, as
the main portion of the building is being erected. As the outside masonry wall 29 is built up to the retaining members 10, the angle bar supporting members 26 are adjusted by means of the wedge 24, to the proper height for the angle bars to lie in the joints between the courses in the masonry. The wedge 24 is then driven into tighten the supporting member 21 and the screw 38 is then tightened down and the angle bar 28 is put in place with the upper arm 27 of the supporting member 21 bent downwardly over the side of the angle bar 28.
It will be seen that inasmuch as there are no holes to be drilled in the angle bars, or no bolts in the concrete girder, the angle bars may be shifted from side to side to match the openings in the building and may be adjusted vertically to come opposite the joints in the courses of the masonry. Furthermore, the angle bar 28is permitted a limited adj ustment outwardly from the building by varying the location of the bend in the upper arm 27 and by the mason sticking mortar or other suitable backing behind the angle bar.
The retaining members 10 are put in place in the concrete girders by tacking them to the sides of forms such as 46, shown in Fig. 4, before the girders are poured. At this time, in order to prevent the slots 18and l9 filling with the concrete and to leave space for the supporting member 21 to be inserted after the girder is poured and the form removed, a wooden insert 47 of suitable length and fitting in the slots 18 and 19 is inserted in the slots. By referring to Fig.3 it will be seen that this method of embedding the retaining members 19 in the concrete girder provides a side support of concrete for the walls of the slots 18 and 19 which provision permits the use of much lighter material in the retaining member 10 than would otherwise be possible.
Referring now to Fig. 6, I show a modified form of my invention wherein the main structure of the building with which it is employed embodies wooden girders or frame work 51. WVith this form of my invention, 1 provide a retaining member 52 adapted to lie flat against the wooden girder 51 and having a suitable number of holes 53 to receive anchoring members such as spikes 54 driven into the girder 51. The other parts of the device are the same as has been described previously and the description need not be repeated.
From the foregoing it will be apparent that I have devised an improved wall an chor, simple of construction, readily adjustable in position to accommodate an outer masonry wall of the building and one which forms a sturdy support for such a wall.
While I have shown my invention in but two forms, it will be obvious to those skilled in theart that it is not so limited, but is susceptible of various other changes and modifications, without departing from the spirit thereof, and I desire, therefore, that only such limitations shall be placed thereupon as are imposed by the prior art or as are specifically set forth in the ended claims. I
What I claim is:
1. A wall anchor for an outer masonry wall of a building comprising a member secured to the building structure and provided with downwardly converging lateral slots, an angle bar supporting member having one side resting in one of the slots, a wedge member cooperating with the other side of the angle bar supporting member and the other slot to hold the angle bar supporting member in place and permitting vertical adjustment of the position thereof, and an angle bar supported by the angle bar supporting member and having a flange projecting into the masonry wall.
2. A wall anchor as set forth by claim 1 wherein the angle bar supporting member embodies upper and lower outwardly extending portions for receiving between them one side of the angle bar, the lower edge of the angle bar resting on the lower outwardly extending portion and the upper outwardly extending portion being turned downwardly over the upper side of the angle bar. v
3. A wall anchor for the outer masonry wall of a building comprising a retaining member secured to the building structure and provided with downwardly converging slots, an angle bar supporting member having one side resting in one of the slots, and a wedge member coacting with'the other side of the angle bar supporting member and disposed in the other slot.
4. A wall anchor for the outer masonry, wall of a building comprising a retaining member secured to the building structure and provided with downwardly converging slots,
an angle bar supporting member having one side resting in one of the slots, a wedge member coacting with the other side of the angle I bar supporting member and disposed in the 7 other slot, upper and lower outwardly extending arms provided on the angle bar supporting member, and an angle bar resting on the lower arm and having the upper arm turned downwardly over one of its flanges;
5. A wall anchor for the outer masonry wall of a building comprising a retaining member secured to the building structure and provided with downwardly converging slots, an angle bar supporting member having one side resting in one of the slots, a wedge member coacting with the other side of the angle bar supporting member and disposed in the other slot, upper and lower outwardly extending arms provided on the angle bar sup-. porting member, an angle bar resting on the lower arm and having the upper arm turned downwardly over one of its flan es, and screw and slot means for securing t e angle bar supporting member to the retaining means.
6. A wall anchor for the outer masonry wall of a building having concretegirders CHARLES G. FROEI-ILICH.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US264181A US1729935A (en) | 1928-03-23 | 1928-03-23 | Wall anchor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US264181A US1729935A (en) | 1928-03-23 | 1928-03-23 | Wall anchor |
Publications (1)
Publication Number | Publication Date |
---|---|
US1729935A true US1729935A (en) | 1929-10-01 |
Family
ID=23004942
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US264181A Expired - Lifetime US1729935A (en) | 1928-03-23 | 1928-03-23 | Wall anchor |
Country Status (1)
Country | Link |
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US (1) | US1729935A (en) |
Cited By (24)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4096670A (en) * | 1975-10-03 | 1978-06-27 | Fuller Ronald E | Building structural system |
US4631888A (en) * | 1984-10-16 | 1986-12-30 | Alliance Enamelsteel Corporation N.V. | Device for holding a panel or other generally flat object on a wall |
US5720571A (en) * | 1994-12-22 | 1998-02-24 | Super Stud Building Products, Inc. | Deflection slide clip |
US5846018A (en) * | 1996-08-26 | 1998-12-08 | Super Stud Building Products, Inc. | Deflection slide clip |
US6164029A (en) * | 1998-09-17 | 2000-12-26 | Lee; Yu-Hong | Slabstone positioning device |
US6612087B2 (en) * | 2000-11-29 | 2003-09-02 | The Steel Network, Inc. | Building member connector allowing bi-directional relative movement |
US7104024B1 (en) | 2003-10-20 | 2006-09-12 | The Steel Network, Inc. | Connector for connecting two building members together that permits relative movement between the building members |
US7503150B1 (en) | 2003-10-20 | 2009-03-17 | The Steel Network, Inc. | Connector assembly for allowing relative movement between two building members |
US8516768B2 (en) | 2011-05-11 | 2013-08-27 | Masonry Reinforcing Corporation Of America | Masonry wall anchor and seismic wall anchoring system |
US8555592B2 (en) | 2011-03-28 | 2013-10-15 | Larry Randall Daudet | Steel stud clip |
USD730545S1 (en) | 2013-12-30 | 2015-05-26 | Simpson Strong-Tie Company | Joist and rafter connector |
USD732708S1 (en) | 2013-12-30 | 2015-06-23 | Simpson Strong-Tie Company | Flared joist and rafter connector |
US9091056B2 (en) | 2013-12-31 | 2015-07-28 | Simpson Strong-Tie Company, Inc. | Multipurpose concrete anchor clip |
US9206594B1 (en) | 2014-09-04 | 2015-12-08 | Columbia Insurance Company | Hanger with locator tooth |
US20160305113A1 (en) * | 2015-04-16 | 2016-10-20 | Michael Hatzinikolas | Support bracket apparatus |
US10087617B2 (en) | 2016-01-20 | 2018-10-02 | Simpson Strong-Tie Company Inc. | Drift clip |
US10294676B2 (en) | 2014-12-01 | 2019-05-21 | Fero Corporation | Support bracket assembly and method |
US10724229B2 (en) | 2016-09-02 | 2020-07-28 | Simpson Strong-Tie Company, Inc. | Slip clip |
US11078682B1 (en) | 2016-12-19 | 2021-08-03 | The Steel Network, Inc. | Connector assembly for allowing relative movement between two building members |
US11118358B2 (en) | 2019-05-30 | 2021-09-14 | Fero Corporation | Support bracket assembly and method |
US11162265B2 (en) | 2020-04-06 | 2021-11-02 | Fero Corporation | Support bracket assembly and method |
US20220010545A1 (en) * | 2020-07-09 | 2022-01-13 | Meadow Burke, Llc | Reinforcement for a connector in a precast concrete panel |
US11255091B2 (en) | 2018-12-03 | 2022-02-22 | Fero Corporation | Support bracket apparatus |
US11560709B2 (en) | 2021-06-11 | 2023-01-24 | Fero Corporation | Support bracket hanger assembly and method |
-
1928
- 1928-03-23 US US264181A patent/US1729935A/en not_active Expired - Lifetime
Cited By (30)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4096670A (en) * | 1975-10-03 | 1978-06-27 | Fuller Ronald E | Building structural system |
US4631888A (en) * | 1984-10-16 | 1986-12-30 | Alliance Enamelsteel Corporation N.V. | Device for holding a panel or other generally flat object on a wall |
US5720571A (en) * | 1994-12-22 | 1998-02-24 | Super Stud Building Products, Inc. | Deflection slide clip |
US5846018A (en) * | 1996-08-26 | 1998-12-08 | Super Stud Building Products, Inc. | Deflection slide clip |
US6164029A (en) * | 1998-09-17 | 2000-12-26 | Lee; Yu-Hong | Slabstone positioning device |
US6612087B2 (en) * | 2000-11-29 | 2003-09-02 | The Steel Network, Inc. | Building member connector allowing bi-directional relative movement |
US7104024B1 (en) | 2003-10-20 | 2006-09-12 | The Steel Network, Inc. | Connector for connecting two building members together that permits relative movement between the building members |
US7503150B1 (en) | 2003-10-20 | 2009-03-17 | The Steel Network, Inc. | Connector assembly for allowing relative movement between two building members |
US8555592B2 (en) | 2011-03-28 | 2013-10-15 | Larry Randall Daudet | Steel stud clip |
US8516768B2 (en) | 2011-05-11 | 2013-08-27 | Masonry Reinforcing Corporation Of America | Masonry wall anchor and seismic wall anchoring system |
USD730545S1 (en) | 2013-12-30 | 2015-05-26 | Simpson Strong-Tie Company | Joist and rafter connector |
USD732708S1 (en) | 2013-12-30 | 2015-06-23 | Simpson Strong-Tie Company | Flared joist and rafter connector |
US9091056B2 (en) | 2013-12-31 | 2015-07-28 | Simpson Strong-Tie Company, Inc. | Multipurpose concrete anchor clip |
US9206594B1 (en) | 2014-09-04 | 2015-12-08 | Columbia Insurance Company | Hanger with locator tooth |
US11078672B2 (en) | 2014-12-01 | 2021-08-03 | Fero Corporation | Support bracket apparatus |
US11041315B2 (en) | 2014-12-01 | 2021-06-22 | Fero Corporation | Support bracket apparatus |
US11629504B2 (en) | 2014-12-01 | 2023-04-18 | Fero Corporation | Support bracket apparatus |
US10294676B2 (en) | 2014-12-01 | 2019-05-21 | Fero Corporation | Support bracket assembly and method |
US20160305113A1 (en) * | 2015-04-16 | 2016-10-20 | Michael Hatzinikolas | Support bracket apparatus |
US10323419B2 (en) * | 2015-04-16 | 2019-06-18 | Fero Corporation | Support bracket apparatus |
US10087617B2 (en) | 2016-01-20 | 2018-10-02 | Simpson Strong-Tie Company Inc. | Drift clip |
US10273679B2 (en) | 2016-01-20 | 2019-04-30 | Simpson Strong-Tie Company Inc. | Slide clip connector |
US10724229B2 (en) | 2016-09-02 | 2020-07-28 | Simpson Strong-Tie Company, Inc. | Slip clip |
US11078682B1 (en) | 2016-12-19 | 2021-08-03 | The Steel Network, Inc. | Connector assembly for allowing relative movement between two building members |
US11255091B2 (en) | 2018-12-03 | 2022-02-22 | Fero Corporation | Support bracket apparatus |
US11118358B2 (en) | 2019-05-30 | 2021-09-14 | Fero Corporation | Support bracket assembly and method |
US11162265B2 (en) | 2020-04-06 | 2021-11-02 | Fero Corporation | Support bracket assembly and method |
US11952783B2 (en) | 2020-04-06 | 2024-04-09 | Fero Corporation | Support bracket assembly and method |
US20220010545A1 (en) * | 2020-07-09 | 2022-01-13 | Meadow Burke, Llc | Reinforcement for a connector in a precast concrete panel |
US11560709B2 (en) | 2021-06-11 | 2023-01-24 | Fero Corporation | Support bracket hanger assembly and method |
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