US1170419A - Building construction. - Google Patents
Building construction. Download PDFInfo
- Publication number
- US1170419A US1170419A US80937013A US1913809370A US1170419A US 1170419 A US1170419 A US 1170419A US 80937013 A US80937013 A US 80937013A US 1913809370 A US1913809370 A US 1913809370A US 1170419 A US1170419 A US 1170419A
- Authority
- US
- United States
- Prior art keywords
- strip
- facing
- wall
- tie
- recesses
- 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
- 238000009435 building construction Methods 0.000 title description 2
- 239000000463 material Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 5
- 239000002184 metal Substances 0.000 description 4
- 239000004568 cement Substances 0.000 description 2
- 241000842783 Orna Species 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000003340 mental effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000004575 stone 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/867—Corner details
Definitions
- Figure 1 is a partial section of a building showing an embodiment of the invention
- Fig. 2 is a similar view showing another embodiment of the invention.
- a cavity or recess 9 is hollowed or cut out in the wall of the building, and the arch 3 is arranged within the said cavity or recess.
- the facing is formed-of separate blocks, and the portion 6 at one end of the strip is passed along the joint between two blocks.
- the ends of the strip are again given a quarter turnv 1n the reverse direction as shown at p'osite directions, are engaged with notches, grooves, or recesses 11 and 12 in the adja cent edges of adjacent blocks.
- Theportion of the notches or recesses 11, 12 and let not filled by the lugs 7, 7 and 8 is filled with plastic material as shown atl3, the saidmaterial being arranged within the notches or recesses.
- the rear or inner walls of the notches or grooves 11 and 12 are inalinement and in the same plane, while the frontor outer walls extend atan obtuse angle.
- the block having the notch 11 is also recessed as shown at 1 1 to receive the locking.
- each block mayhave one or more anchors and ties connected therewith.
- the wall 1 has the recess or cavity 9*, and the facing 2 is provided with inclined recesses wand 16, the said recessincliningin'opposi-te directions as shown.
- the anchor and tie is formed fro-Ina strip bent upon itself to form an arch 3 which is received within the cavity 9 and anchored in the cavity by the filling 10 of plastic material capable of hardening, the said filling being arranged between the Wall and the ornamental facing.
- the ends of thestrip are given a quarter turn as shown at 1, and are crossed as shown at 5 in the same manner as the tie. shown in Fig. 1. Beyond the portions 4? 6 and each end of the strip has a locking lug 7 b and 8 respectively, the said lugs being at right angles to the body of the strip.
- Each of the notches 15 and 16 for receiving 100 The construction shown in -Fig. 2 is e'spe cially adapted for locking blocks intermedi- 1,05
- the notches or recesses 11, 12, 15, 16, may be any suitable material.
- the facing is held firmly in its proper position with respect to the wall, and when the filling of plastic material has hardened, the tie cannot be disengaged.
- each of the four edges of the facing blocks maybe grooved. the full length of the said edge and as many anchors may be used at each edge of each block as may be found necessary or desirable.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
A. B. COON & A. VAN DE SANDT.
BUILDING CONSTRUCTION.
.APPLICATION FILED DEC-29, 1913.
Patented Feb. 1, 1916.
. I if M: 2.;
WITNESSES INVENTORS /7/?7'HUF 5. Coo/y,
ATTORNEYS COLUMBIA PLANQGRAPH 20., WASHINGTON D c ARTHUR i3. coon, or LITTLE s'rans noon, anKAnsAs, ANnnLrnnnvAN nn- SAND'I, or
PORTLAND, onncon. s
BUILDING oonsTnUcTIonj' I Specification of Letters Patent.
Patented Feb. 1,1916.
Application filed December 29, 1913. .Serial No. 809,370.
Our invention is an improvement in.
building construction, and'has for its obv ject to provide a new and improved form of anchor and tie for connecting an ornas mental facing to a building of brick, stone, cement, or the like, of simple construction and low cost, yet efficient for the purpose. In the drawings :Figure 1 is a partial section of a building showing an embodiment of the invention, and Fig. 2 is a similar view showing another embodiment of the invention. I
- In the embodiment of the invention shown in Fig. 1, the anchor and tie is shown in connection with the wall 1 of a bulldlng,
formed from a strip of metal of suitable width and cross section, the body portion of which is doubled upon itself to form an arch 3, and near the ends of the strip the metal is given a quarter turn as shown at 4, so that when the said'ends are crossed as shown at 5, they will lie flat upon each other. Near its ends the strip is again given a quarter turn in the reverse direction as shown at 6, and the extremities of the strip are bent at a right angle to the strip, to form lugs 7, 7 and 8. A cavity or recess 9 is hollowed or cut out in the wall of the building, and the arch 3 is arranged within the said cavity or recess. The portions 1 of the tie after they are crossed at 5, diverge from each other, and the said portions are embedded in a layer '10 of plastic material capable of hardening,
as for instance, cement, concrete or the like. The facing is formed-of separate blocks, and the portion 6 at one end of the strip is passed along the joint between two blocks.
- the ends of the strip are again given a quarter turnv 1n the reverse direction as shown at p'osite directions, are engaged with notches, grooves, or recesses 11 and 12 in the adja cent edges of adjacent blocks. Theportion of the notches or recesses 11, 12 and let not filled by the lugs 7, 7 and 8 is filled with plastic material as shown atl3, the saidmaterial being arranged within the notches or recesses. It will be noted that the rear or inner walls of the notches or grooves 11 and 12 are inalinement and in the same plane, while the frontor outer walls extend atan obtuse angle. The block having the notch 11 is also recessed as shown at 1 1 to receive the locking. lug 8, the-recess being inclined as shown to provide a hold for the lug. It will be understood that either notches of a length to receive a lug or groove extending. the full length of the block may be used for engagement by the lugs. It will be evident that the anchors and ties may be arranged at any desired spacing, in order to properly hold the blocks of the facing. Each block mayhave one or more anchors and ties connected therewith.
In the construction. shown in Fig. 2, the wall 1 has the recess or cavity 9*, and the facing 2 is provided with inclined recesses wand 16, the said recessincliningin'opposi-te directions as shown. The anchor and tie is formed fro-Ina strip bent upon itself to form an arch 3 which is received within the cavity 9 and anchored in the cavity by the filling 10 of plastic material capable of hardening, the said filling being arranged between the Wall and the ornamental facing. The ends of thestrip are given a quarter turn as shown at 1, and are crossed as shown at 5 in the same manner as the tie. shown in Fig. 1. Beyond the portions 4? 6 and each end of the strip has a locking lug 7 b and 8 respectively, the said lugs being at right angles to the body of the strip.
Each of the notches 15 and 16 for receiving 100 The construction shown in -Fig. 2 is e'spe cially adapted for locking blocks intermedi- 1,05
ate their edges, because of the fact that the locking lugs engage the facing atthe rear and notat the edges.
The notches or recesses 11, 12, 15, 16, may
b g ooves, extending longitudinally of the 110' edges of the facing blocks to permit lateral adjustment of the tie. This arrangement is shown in our co-pending application, Serial No. 783,985. When the said recesses are grooved it will be evident that the anchor and tie may be arranged at any portion of the block, either at the center or near the end.
With any of the anchors and ties in place, the facing is held firmly in its proper position with respect to the wall, and when the filling of plastic material has hardened, the tie cannot be disengaged.
In the construction of Figs. 1 and 2, the arch oi the tie forms a firm lock, since with this construction the plastic material is within the arch.
It will be understood that each of the four edges of the facing blocks maybe grooved. the full length of the said edge and as many anchors may be used at each edge of each block as may be found necessary or desirable.
2. The combination with the wall and the facing composed of separate elements, of means for holding the facing to the wall, said means comprising an anchor and tie consisting of a strip of metal doubled upon itself to form an arch intermediate the ends thereof, the ends of the strip being crossed upon each other and the material of the strip being given a quarter turn at the crossing to permit the ends to lie flat upon each other, each extremity of the strip being bent a quarter turn in the reverse direction and having .a locking lug arranged at anangle to the body of the strip, the locking lugs eX tending toward each other, the facing having recesses for engagement by the lugs, and the wall having a recess for receiving the bod y ARTHUR B. SOON;
ALFRED VAN DE SANDT. Witnesses to signature of Arthur B. Coon:
HOMER Soo'r'r, F. VIRESONHALER. Witnesses to signature of Alfred Van de Sandt:
HosMER K. ARNOLD, HENRY NEHRE-N.
Copies of this patent may be obtained for five cents each, by addressing the Commissioner of IE'atents,
' Washington, I). C.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US80937013A US1170419A (en) | 1913-12-29 | 1913-12-29 | Building construction. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US80937013A US1170419A (en) | 1913-12-29 | 1913-12-29 | Building construction. |
Publications (1)
Publication Number | Publication Date |
---|---|
US1170419A true US1170419A (en) | 1916-02-01 |
Family
ID=3238432
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US80937013A Expired - Lifetime US1170419A (en) | 1913-12-29 | 1913-12-29 | Building construction. |
Country Status (1)
Country | Link |
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US (1) | US1170419A (en) |
Cited By (28)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2863314A (en) * | 1953-08-31 | 1958-12-09 | Johannes Arnoldus Van Voorden | Faced wall and connecting device therefor |
US7017318B1 (en) * | 2002-07-03 | 2006-03-28 | Hohmann & Barnard, Inc. | High-span anchoring system for cavity walls |
US20130008098A1 (en) * | 2010-03-25 | 2013-01-10 | Nicolas Freitag | Building with reinforced ground |
US8739485B2 (en) * | 2012-06-28 | 2014-06-03 | Mitek Holdings, Inc. | Low profile pullout resistant pintle 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 |
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 |
US8904730B2 (en) | 2012-03-21 | 2014-12-09 | Mitek Holdings, Inc. | Thermally-isolated anchoring systems for cavity walls |
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 |
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 |
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 |
US9273460B2 (en) | 2012-03-21 | 2016-03-01 | Columbia Insurance Company | Backup wall reinforcement with T-type anchor |
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 |
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 |
-
1913
- 1913-12-29 US US80937013A patent/US1170419A/en not_active Expired - Lifetime
Cited By (38)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2863314A (en) * | 1953-08-31 | 1958-12-09 | Johannes Arnoldus Van Voorden | Faced wall and connecting device therefor |
US7017318B1 (en) * | 2002-07-03 | 2006-03-28 | Hohmann & Barnard, Inc. | High-span anchoring system for cavity walls |
US20130008098A1 (en) * | 2010-03-25 | 2013-01-10 | Nicolas Freitag | Building with reinforced ground |
US9273443B2 (en) * | 2010-03-25 | 2016-03-01 | Terre Armee Internationale | Building with reinforced ground |
US8839587B2 (en) | 2012-03-14 | 2014-09-23 | Columbia Insurance Company | Mounting arrangement for panel veneer structures |
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 |
US8904730B2 (en) | 2012-03-21 | 2014-12-09 | Mitek Holdings, Inc. | Thermally-isolated anchoring systems for cavity walls |
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 |
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 |
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 |
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 |
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 |
USD756762S1 (en) | 2013-03-12 | 2016-05-24 | Columbia Insurance Company | High-strength partition top anchor |
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 |
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