US903000A - Wall-tie. - Google Patents
Wall-tie. Download PDFInfo
- Publication number
- US903000A US903000A US29580406A US1906295804A US903000A US 903000 A US903000 A US 903000A US 29580406 A US29580406 A US 29580406A US 1906295804 A US1906295804 A US 1906295804A US 903000 A US903000 A US 903000A
- Authority
- US
- United States
- Prior art keywords
- wires
- tie
- longitudinal
- wall
- twisted
- 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
- 239000011449 brick Substances 0.000 description 2
- 241001589086 Bellapiscis medius Species 0.000 description 1
- NRUQNUIWEUZVLI-UHFFFAOYSA-O diethanolammonium nitrate Chemical compound [O-][N+]([O-])=O.OCC[NH2+]CCO NRUQNUIWEUZVLI-UHFFFAOYSA-O 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004570 mortar (masonry) 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
- E04B1/4185—Masonry wall ties for cavity walls with both wall leaves made of masonry
Definitions
- My invention has been devised in order to rovide a tie for hollow walls, which will not only tie both divisions of the hollow wall so curely together, but will also strengthen each I division longitudinally.
- My tie consists of two or more longitudinal wires which are connected together by two wires (hereinafter called the transverse wires) one of each of these being twisted around each longitudinal wire for a certain distance, and both being then carried across the space intervening between the longitudinal wires, so that they cross one another at an angle about midway between said lon 'itudinul wires.
- the transverse wire twister around the right hand longitudinal wire is then twisted for a certain distance, and carried across again to the right hand longitudinal wire.
- the other transverse wire twisted around the left hand longitudinal wire is carried across and twisted around the right hand longitudinal wire, the operation being repeated until a tie of pr determined length is completed.
- the transverse wires cross one another between the longitudinal wires
- FIG. 1 shows a plan of a portion of a tie constructed according to my invention, showing the transverse wires twisted together where they cross the cavity in the wall.
- 2 and 3 are the longitudinal wires which run parallel with each other.
- a wires 2 and 3 respectively i l i i round the left hand longitudinal wire i l i i Patented Nov. 3, 1908.
- transverse wire 5 is taken across to the longitudinal wire 2. Said wires 4 and 5 are twisted round wires 2 and 3 for the required distance, and then passed back to the wires 2 and 3 respectivel The transverse wires 4 and 5 are passed ackwards and forwards in this manner until a tie of a predetermined length is made. The said transverse wires 4 and 5 are twisted together where they cross each other between the longitudinal wires 2 and 3 as shown at 6 in Fi .1.
- my tie In erecting a hollow wall, my tie is cut to the length required and may be laid in the mortar upon every fourth or sixth course of bricks, so that the loo itudinal wires 2 and 3 run from end to end a on the center of each division of the hollow wal 1.
- a tie comprising longitudinal wires 2 and 3, and wires 4 and 5 twisted respectively around said longitudinal wires for a certain distance, both being then twisted together and carried across the intervening space between said longitudinal wires when each is twisted longitudinal wire, said wires 4 and 5 coming together within the wall so as to form triangular spaces between themselves and the longitudinal wire in which the material of the wall enters.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Wire Processing (AREA)
- Road Paving Structures (AREA)
- Ropes Or Cables (AREA)
Description
S. PRIEST, JR.- WALL TIE. APPLICATION FILED JAN.12, 1806.
Patented Nov. 3, 1908.
STEPHEN PRIEST, JR,
OF WEST DEVONPORT, TASMANIA, AUSTRALIA.
WALL-TIE.
Application filed January 12, 1906.
Specification of Letters Patent.
To all whom it may concern:
Be it known that I, STEPHEN. PRIEST, J12, subject of the King of Great Britain, residing at \Nest Devonport, in nia, Commonwealth of Australia, have invented a new and useful 1m roved all-Tie or Means for Holding To etiier the Two Divisions of Cavity Brick alls; and I do hereby declare the following to be a full, clear, and exact descri tion of the same. 1
My invention has been devised in order to rovide a tie for hollow walls, which will not only tie both divisions of the hollow wall so curely together, but will also strengthen each I division longitudinally.
My tie consists of two or more longitudinal wires which are connected together by two wires (hereinafter called the transverse wires) one of each of these being twisted around each longitudinal wire for a certain distance, and both being then carried across the space intervening between the longitudinal wires, so that they cross one another at an angle about midway between said lon 'itudinul wires. The transverse wire twister around the right hand longitudinal wire is then twisted for a certain distance, and carried across again to the right hand longitudinal wire. The other transverse wire twisted around the left hand longitudinal wire, is carried across and twisted around the right hand longitudinal wire, the operation being repeated until a tie of pr determined length is completed. At a porn 1, where the transverse wires cross one another between the longitudinal wires,
they are twisted together to increase the strength of the tie.
lhe drawing shows a plan of a portion of a tie constructed according to my invention, showing the transverse wires twisted together where they cross the cavity in the wall.
1 is the hollow wall.
2 and 3 are the longitudinal wires which run parallel with each other.
a wires 2 and 3 respectively i l i i round the left hand longitudinal wire i l i i Patented Nov. 3, 1908.
Serial No. 295,804.
4 and 5 are twisted round the longitudinal for any suitable distance, and then the transverse wife 4 is the State of Tasma-i taken across to the longitudinal wire 3, and
transverse wire 5 is taken across to the longitudinal wire 2. Said wires 4 and 5 are twisted round wires 2 and 3 for the required distance, and then passed back to the wires 2 and 3 respectivel The transverse wires 4 and 5 are passed ackwards and forwards in this manner until a tie of a predetermined length is made. The said transverse wires 4 and 5 are twisted together where they cross each other between the longitudinal wires 2 and 3 as shown at 6 in Fi .1.
In erecting a hollow wall, my tie is cut to the length required and may be laid in the mortar upon every fourth or sixth course of bricks, so that the loo itudinal wires 2 and 3 run from end to end a on the center of each division of the hollow wal 1.
Having now fully described and ascertained the nature of my said invention, and in what manner the same is to be performed, I declare that what I claim is In combination with a hollow wall, a tie comprising longitudinal wires 2 and 3, and wires 4 and 5 twisted respectively around said longitudinal wires for a certain distance, both being then twisted together and carried across the intervening space between said longitudinal wires when each is twisted longitudinal wire, said wires 4 and 5 coming together within the wall so as to form triangular spaces between themselves and the longitudinal wire in which the material of the wall enters.
vln testimony whereof, I have signed this specification in the presence of two subscribing witnesses.
around the opposite STEPHEN PRIEST, Ja.
\Nitnesses'. 7
l'IAltRY S'rU'r'rEnD, Rooms DEAN
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US29580406A US903000A (en) | 1906-01-12 | 1906-01-12 | Wall-tie. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US29580406A US903000A (en) | 1906-01-12 | 1906-01-12 | Wall-tie. |
Publications (1)
Publication Number | Publication Date |
---|---|
US903000A true US903000A (en) | 1908-11-03 |
Family
ID=2971425
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US29580406A Expired - Lifetime US903000A (en) | 1906-01-12 | 1906-01-12 | Wall-tie. |
Country Status (1)
Country | Link |
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US (1) | US903000A (en) |
Cited By (36)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6629393B2 (en) | 2001-08-13 | 2003-10-07 | James J. Pignataro | Masonry reinforcing tie |
US20100101166A1 (en) * | 2008-10-27 | 2010-04-29 | Mitek Holdings, Inc. | Reinforcing spacer device |
US20130014462A1 (en) * | 2011-06-21 | 2013-01-17 | Nv Bekaert Sa | Method of reducing the width of cracks in masonry |
US8667757B1 (en) | 2013-03-11 | 2014-03-11 | Mitek Holdings, Inc. | Veneer tie and wall anchoring systems with in-cavity thermal breaks |
US8726597B2 (en) | 2012-09-15 | 2014-05-20 | Mitek Holdings, Inc. | High-strength veneer tie and thermally isolated anchoring systems utilizing the same |
US8726596B2 (en) | 2012-03-21 | 2014-05-20 | Mitek Holdings, Inc. | High-strength partially compressed veneer ties 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 |
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 |
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 |
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 |
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 |
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 |
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 |
US20170241138A1 (en) * | 2014-10-03 | 2017-08-24 | Nv Bekaert Sa | A masonry reinforcement structure comprising parallel assemblies of grouped metal filaments and a polymer coating |
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 |
US10760273B1 (en) * | 2018-01-17 | 2020-09-01 | Alexander Innovations, Llc | Apparatus and methods for providing continuous structural support to footings and interconnected hollow core wall units |
-
1906
- 1906-01-12 US US29580406A patent/US903000A/en not_active Expired - Lifetime
Cited By (49)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6629393B2 (en) | 2001-08-13 | 2003-10-07 | James J. Pignataro | Masonry reinforcing tie |
US20100101166A1 (en) * | 2008-10-27 | 2010-04-29 | Mitek Holdings, Inc. | Reinforcing spacer device |
US8051619B2 (en) | 2008-10-27 | 2011-11-08 | Mitek Holdings, Inc. | Reinforcing spacer device |
US20130014462A1 (en) * | 2011-06-21 | 2013-01-17 | Nv Bekaert Sa | Method of reducing the width of cracks in masonry |
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 |
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 |
US8904730B2 (en) | 2012-03-21 | 2014-12-09 | Mitek Holdings, Inc. | Thermally-isolated anchoring systems for cavity walls |
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 |
US8898980B2 (en) | 2012-09-15 | 2014-12-02 | Mitek Holdings, Inc. | 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 |
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 |
US20150033651A1 (en) * | 2013-03-08 | 2015-02-05 | 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 |
USD756762S1 (en) | 2013-03-12 | 2016-05-24 | Columbia Insurance Company | High-strength partition top anchor |
US8978326B2 (en) | 2013-03-12 | 2015-03-17 | Columbia Insurance Company | High-strength partition top anchor and anchoring system utilizing the same |
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 |
US20170241138A1 (en) * | 2014-10-03 | 2017-08-24 | Nv Bekaert Sa | A masonry reinforcement structure comprising parallel assemblies of grouped metal filaments and a polymer coating |
US10544588B2 (en) * | 2014-10-03 | 2020-01-28 | Nv Bekaert Sa | Masonry reinforcement structure comprising parallel assemblies of grouped metal filaments and a polymer coating |
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 |
US10760273B1 (en) * | 2018-01-17 | 2020-09-01 | Alexander Innovations, Llc | Apparatus and methods for providing continuous structural support to footings and interconnected hollow core wall units |
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