US3430397A - Two-way wall brace - Google Patents
Two-way wall brace Download PDFInfo
- Publication number
- US3430397A US3430397A US703457A US3430397DA US3430397A US 3430397 A US3430397 A US 3430397A US 703457 A US703457 A US 703457A US 3430397D A US3430397D A US 3430397DA US 3430397 A US3430397 A US 3430397A
- Authority
- US
- United States
- Prior art keywords
- wall
- brace
- tension
- forces
- wall brace
- 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
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/04—Propping of endangered or damaged buildings or building parts, e.g. with respect to air-raid action
Definitions
- a tension strut device adapted to be applied to a building wall experiencing either inwardly or outwardly bowing forces applied thereagainst; said device comprising lengthadjustable strut members running vertically along the opposite sides of the wall and interconnected across the top of the wall by a cap device; each strut member having hook means at its bottom end for hooking said device to ground anchor lbolts or the like; the device being thereby adapted to apply compression forces to the wall resulting in forces tending to keep the wall rigid against forces applied thereto from either side of the Wall.
- the invention is adapted for use in connection with any brick or stone or concrete -building rwall; swim pool wall; or other fabricated wall which is subjected to lateral bulging forces. Such forces are typically encountered in relatively long straight wall fabrications which are exposed to storm wind pressures which on occasions will tend to blow the wall inwardly or out.
- Another object is to provide an improved brace device as aforesaid which compactly nests against the wall and involves no substantial protuberances beyond the general profile of the wall structure, per se.
- FIG. l is a side elevational view of a concrete block type wall showing a brace device of the invention in operative position;
- FIG. 2 is a fragmentary sectional view, taken as suggested by line 2-2 of FIG. l;
- FIG. 3 is a top plan view of the brace ydevice of FIG. 1.
- the invention is illustrated and described in detail hereinafter as being applied to a typical cement block wall construction designated generally at 10.
- the blocks 12 may alternatively be of brick, or cut stone, or the like; and either drystacked or cemented together.
- the wall footing or foundation is illustrated at 14 and includes anchor bolts 15 embedded therein.
- a brace device of the invention may be constructed to include a wall cap member 16 formed of two parallel angle irons 18-18 cross-braced by end 3,430,397 Patented Mar. 4, 1969 ICC strap irons 20--20 and a center iron 22 which is inverted U-shaped and includes rdownwardly extending legs 24-24, terminating at their lower ends in right-angle ange portions 25.
- Diagonal braces 26 are welded or otherwise fixed to interconnect the ends of the angles 18 to the lower ends of the center iron 22 to complete the fabrication of a rigid saddle device for the top of the wall as shown.
- the flange portions 25-25 of the main strap member 22 are bored to accommodate bolts 28-28 which also engage the top flange portions 29-29 of corresponding pull strap members 30-30 which are dimensioned so as to lie atwise against the sides of the wall 10'.
- Right-angle ange devices are formed at the lower ends of the strap members 30-30 to engage the anchor bolts 15 extending upwardly from the Wall foundation. It will be appreciated, of course, that in lieu of metal strips as indicated at 30-30, any other suitable tension applying device may be employed such as chains or steel cables, or the like.
- the tension adjustment bolts 28-28 may then be actuated to apply to the system any desired degree of tensioning; and differentially if preferred to suit diierent problems.
- the tension adjustments of the system may be effected of course either by applying a wrench to the heads of the bolts 28 or by applying a wrench to the nuts, or both; but in any case by a simple screw-threading a-djustment of the device the tension forces applied by the system may be readily regulated to suit the requirements of any situation.
- the tension forces exerted by the system of the invention are primarily applied as compression forces acting through the innermost vertical edges of the buil-ding Iblocks comprising the Wall.
- this tends to rock contiguous blocks, one relative to the other; their innermost edges operating as fulcrum surfaces.
- the device applies to the wall structure a combination of force effects including a substantial component tending to bow the wall in any desired direction and in direct opposition to forces which would otherwise tend to bow the Wall.
- a building wall comprising a vertically stacked series of building wall blocks extending upwardly from a rigid footing having anchor bolts extending therefrom, and a brace device therefor,
- said brace ⁇ device including a saddle member of inverted U-shaped form disposed to straddle at least the uppermost course of building blocks,
- said saddle member comprising a pair of parallel disposed angle irons embracing a plurality of said building blocks along the opposite top side corner portions of said wall, and cross brace members extending transversely thereof and fixed to said angle irons and having leg portions depending downwardly therefrom along opposite sides of the wall and terminating in detachable connection portions,
- each of said tension members having means at its lower end detachably connected to one of said anchor bolts and terminating at its upper end in means coupling it to one of said detachable connection portions,
- said saddle and tension transmitting members being dimentioned and arranged so that said tension transmitting members may be selectively tautened so as to apply to opposite sides of said saddle member any desired tension kforces to stabilize the Wall against laterally applied forces tending to bow the Wall.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
March 4, 1969 J, P, ELLIS 3,430,397
Two-WAY WALL BRACE Filed Feb. 6, 1968 Bof'r 0,30
INVENTOR. JA/VES R ELL l5 @www 28,-@ 25 ATTORNEY5 United States Patent O 1 Claim ABSTRACT OF THE DISCLOSURE A tension strut device adapted to be applied to a building wall experiencing either inwardly or outwardly bowing forces applied thereagainst; said device comprising lengthadjustable strut members running vertically along the opposite sides of the wall and interconnected across the top of the wall by a cap device; each strut member having hook means at its bottom end for hooking said device to ground anchor lbolts or the like; the device being thereby adapted to apply compression forces to the wall resulting in forces tending to keep the wall rigid against forces applied thereto from either side of the Wall.
The invention is adapted for use in connection with any brick or stone or concrete -building rwall; swim pool wall; or other fabricated wall which is subjected to lateral bulging forces. Such forces are typically encountered in relatively long straight wall fabrications which are exposed to storm wind pressures which on occasions will tend to blow the wall inwardly or out.
Whereas a variety of pilaster type brace devices have been previously suggested for such purposes, it is a primary object of the present invention to provide an improved and structurally simple brace device for brick or block walls or the like, which may be easily applied thereto (either during construction of the wall or at some later time) and which will eectively brace the wall against lateral bulging and/ or collapse.
Another object is to provide an improved brace device as aforesaid which compactly nests against the wall and involves no substantial protuberances beyond the general profile of the wall structure, per se.
Other objects and advantages of the invention will be apparent from the following specification and the accompanying drawing, wherein:
FIG. l is a side elevational view of a concrete block type wall showing a brace device of the invention in operative position;
FIG. 2 is a fragmentary sectional view, taken as suggested by line 2-2 of FIG. l; and
FIG. 3 is a top plan view of the brace ydevice of FIG. 1.
By way of example, the invention is illustrated and described in detail hereinafter as being applied to a typical cement block wall construction designated generally at 10. However, it is to be understood that the blocks 12 may alternatively be of brick, or cut stone, or the like; and either drystacked or cemented together. The wall footing or foundation is illustrated at 14 and includes anchor bolts 15 embedded therein.
As shown herein, a brace device of the invention may be constructed to include a wall cap member 16 formed of two parallel angle irons 18-18 cross-braced by end 3,430,397 Patented Mar. 4, 1969 ICC strap irons 20--20 and a center iron 22 which is inverted U-shaped and includes rdownwardly extending legs 24-24, terminating at their lower ends in right-angle ange portions 25. Diagonal braces 26 are welded or otherwise fixed to interconnect the ends of the angles 18 to the lower ends of the center iron 22 to complete the fabrication of a rigid saddle device for the top of the wall as shown. The flange portions 25-25 of the main strap member 22 are bored to accommodate bolts 28-28 which also engage the top flange portions 29-29 of corresponding pull strap members 30-30 which are dimensioned so as to lie atwise against the sides of the wall 10'. Right-angle ange devices are formed at the lower ends of the strap members 30-30 to engage the anchor bolts 15 extending upwardly from the Wall foundation. It will be appreciated, of course, that in lieu of metal strips as indicated at 30-30, any other suitable tension applying device may be employed such as chains or steel cables, or the like.
Thus it will be appreciated, particularly by reference to FIG. 2 of the drawing herewith, that when the brace device of the invention is applied to a wall structure as shown herein the tension adjustment bolts 28-28 may then be actuated to apply to the system any desired degree of tensioning; and differentially if preferred to suit diierent problems. The tension adjustments of the system may be effected of course either by applying a wrench to the heads of the bolts 28 or by applying a wrench to the nuts, or both; but in any case by a simple screw-threading a-djustment of the device the tension forces applied by the system may be readily regulated to suit the requirements of any situation. By virtue of this arrangement the tension forces exerted by the system of the invention are primarily applied as compression forces acting through the innermost vertical edges of the buil-ding Iblocks comprising the Wall. However, this tends to rock contiguous blocks, one relative to the other; their innermost edges operating as fulcrum surfaces. Thus, it will be seen that the device applies to the wall structure a combination of force effects including a substantial component tending to bow the wall in any desired direction and in direct opposition to forces which would otherwise tend to bow the Wall.
It is of course to be understood that whereas only one form of the invention has been illustrated and described in detail hereinabove, various changes may be made therein without departing from the spirit of the invention or the scope of the following claim.
What I claim as my invention is:
1. In combination, a building wall comprising a vertically stacked series of building wall blocks extending upwardly from a rigid footing having anchor bolts extending therefrom, and a brace device therefor,
said brace `device including a saddle member of inverted U-shaped form disposed to straddle at least the uppermost course of building blocks,
said saddle member comprising a pair of parallel disposed angle irons embracing a plurality of said building blocks along the opposite top side corner portions of said wall, and cross brace members extending transversely thereof and fixed to said angle irons and having leg portions depending downwardly therefrom along opposite sides of the wall and terminating in detachable connection portions,
and a pair of tension transmitting members disposed respectively vertically along opposite sides of the wall, each of said tension members having means at its lower end detachably connected to one of said anchor bolts and terminating at its upper end in means coupling it to one of said detachable connection portions,
said saddle and tension transmitting members being dimentioned and arranged so that said tension transmitting members may be selectively tautened so as to apply to opposite sides of said saddle member any desired tension kforces to stabilize the Wall against laterally applied forces tending to bow the Wall.
References lCited UNITED STATES PATENTS `IOHN E. MURTAGH, Primary Examiner.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US70345768A | 1968-02-06 | 1968-02-06 |
Publications (1)
Publication Number | Publication Date |
---|---|
US3430397A true US3430397A (en) | 1969-03-04 |
Family
ID=24825467
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US703457A Expired - Lifetime US3430397A (en) | 1968-02-06 | 1968-02-06 | Two-way wall brace |
Country Status (1)
Country | Link |
---|---|
US (1) | US3430397A (en) |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3537220A (en) * | 1969-05-22 | 1970-11-03 | James P Ellis | Masonry wall brace |
US3962088A (en) * | 1974-09-17 | 1976-06-08 | Elberfeld Concrete Block Co., Inc. (Entire) | Concrete block assembly |
US4706428A (en) * | 1986-10-17 | 1987-11-17 | Mccoy Donald M | Apparatus for reinforcing a concrete block wall |
US4916874A (en) * | 1989-07-18 | 1990-04-17 | Mccoy Donald M | Apparatus and method for reinforcing a concrete block wall |
US6389758B1 (en) * | 1998-07-01 | 2002-05-21 | Robert Martin, Jr. | Insulated form assembly for poured concrete wall |
US20040123535A1 (en) * | 2002-02-15 | 2004-07-01 | Hamid Hojaji | Large high density foam glass tile composite |
US20050016093A1 (en) * | 2003-07-22 | 2005-01-27 | Buarque De Macedo Pedro M. | Prestressed, strong foam glass tiles |
US20050019542A1 (en) * | 2003-07-22 | 2005-01-27 | Hamid Hojaji | Strong, high density foam glass tile having a small pore size |
US20050144885A1 (en) * | 2003-12-19 | 2005-07-07 | Kevin Nau | Basement wall recovery system method and apparatus |
US20070022705A1 (en) * | 2005-08-01 | 2007-02-01 | Rouse Jon M | Segmented support assembly |
US7695560B1 (en) | 2005-12-01 | 2010-04-13 | Buarque De Macedo Pedro M | Strong, lower density composite concrete building material with foam glass aggregate |
US20100319289A1 (en) * | 2009-02-23 | 2010-12-23 | Paul Hargest | Reinforcing shape member for a wall and system for construction using same |
USD785208S1 (en) | 2016-02-11 | 2017-04-25 | Pacific Prebenched Ltd. | Block for a retaining wall |
US9856622B2 (en) | 2016-03-30 | 2018-01-02 | Robert Gordon McIntosh | Retaining wall system, method of supporting same, and kit for use in constructing same |
CN110761578A (en) * | 2019-10-26 | 2020-02-07 | 江苏筑原建筑设计有限公司 | Garage roof crack supporting construction |
USD895153S1 (en) | 2018-10-05 | 2020-09-01 | Pacific Prebenched Ltd. | Block for a retaining wall |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1251230A (en) * | 1916-09-28 | 1917-12-25 | Earl R Holland | Silo. |
US2092411A (en) * | 1936-12-12 | 1937-09-07 | Robert R Abrams | Door clamp |
US3125177A (en) * | 1964-03-17 | Battery clamping device | ||
US3335531A (en) * | 1966-01-26 | 1967-08-15 | Nardie F Grimelli | Tie-down for house trailers or the like |
-
1968
- 1968-02-06 US US703457A patent/US3430397A/en not_active Expired - Lifetime
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3125177A (en) * | 1964-03-17 | Battery clamping device | ||
US1251230A (en) * | 1916-09-28 | 1917-12-25 | Earl R Holland | Silo. |
US2092411A (en) * | 1936-12-12 | 1937-09-07 | Robert R Abrams | Door clamp |
US3335531A (en) * | 1966-01-26 | 1967-08-15 | Nardie F Grimelli | Tie-down for house trailers or the like |
Cited By (33)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3537220A (en) * | 1969-05-22 | 1970-11-03 | James P Ellis | Masonry wall brace |
US3962088A (en) * | 1974-09-17 | 1976-06-08 | Elberfeld Concrete Block Co., Inc. (Entire) | Concrete block assembly |
US4706428A (en) * | 1986-10-17 | 1987-11-17 | Mccoy Donald M | Apparatus for reinforcing a concrete block wall |
US4916874A (en) * | 1989-07-18 | 1990-04-17 | Mccoy Donald M | Apparatus and method for reinforcing a concrete block wall |
US6389758B1 (en) * | 1998-07-01 | 2002-05-21 | Robert Martin, Jr. | Insulated form assembly for poured concrete wall |
US8197932B2 (en) | 2002-02-15 | 2012-06-12 | Pedro M. Buarque de Macedo | Large high density foam glass tile composite |
US20040123535A1 (en) * | 2002-02-15 | 2004-07-01 | Hamid Hojaji | Large high density foam glass tile composite |
US20110236636A1 (en) * | 2002-02-15 | 2011-09-29 | Pedro M. Buarque de Macedo | Large high density foam glass tile composite |
US7976939B2 (en) | 2002-02-15 | 2011-07-12 | Pedro M. Buarque de Macedo | Large high density foam glass tile composite |
US20060075704A1 (en) * | 2002-02-15 | 2006-04-13 | Hamid Hojaji | Large high density foam glass tile |
WO2005007989A3 (en) * | 2003-07-22 | 2006-08-31 | Macedo Pedro B | Prestressed, strong foam glass tiles |
US8453400B2 (en) * | 2003-07-22 | 2013-06-04 | Pedro M. Buarque de Macedo | Prestressed, strong foam glass tiles |
US20070193153A1 (en) * | 2003-07-22 | 2007-08-23 | Hamid Hojaji | Strong, high density foam glass tile having a small pore size |
US20070261328A1 (en) * | 2003-07-22 | 2007-11-15 | Buarque De Macedo Pedro M | Prestressed, strong foam glass tiles |
US7311965B2 (en) | 2003-07-22 | 2007-12-25 | Pedro M. Buarque de Macedo | Strong, high density foam glass tile having a small pore size |
US8453401B2 (en) | 2003-07-22 | 2013-06-04 | Pedro M. Buarque de Macedo | Prestressed, strong foam glass tiles |
US8236415B2 (en) | 2003-07-22 | 2012-08-07 | Pedro M. Buarque de Macedo | Strong, high density foam glass tile |
AU2004258210C1 (en) * | 2003-07-22 | 2011-11-03 | Pedro M. Buarque De Macedo | Prestressed, strong foam glass tiles |
AU2004258210B2 (en) * | 2003-07-22 | 2011-03-10 | Pedro M. Buarque De Macedo | Prestressed, strong foam glass tiles |
US20050019542A1 (en) * | 2003-07-22 | 2005-01-27 | Hamid Hojaji | Strong, high density foam glass tile having a small pore size |
US20050016093A1 (en) * | 2003-07-22 | 2005-01-27 | Buarque De Macedo Pedro M. | Prestressed, strong foam glass tiles |
US20050144885A1 (en) * | 2003-12-19 | 2005-07-07 | Kevin Nau | Basement wall recovery system method and apparatus |
US7832178B2 (en) * | 2005-08-01 | 2010-11-16 | Jon Matthews Rouse | Segmented support assembly |
US20070022705A1 (en) * | 2005-08-01 | 2007-02-01 | Rouse Jon M | Segmented support assembly |
US7695560B1 (en) | 2005-12-01 | 2010-04-13 | Buarque De Macedo Pedro M | Strong, lower density composite concrete building material with foam glass aggregate |
US20100319289A1 (en) * | 2009-02-23 | 2010-12-23 | Paul Hargest | Reinforcing shape member for a wall and system for construction using same |
US8201380B2 (en) * | 2009-02-23 | 2012-06-19 | Paul Hargest | Reinforcing shape member for a wall and system for construction using same |
USD785208S1 (en) | 2016-02-11 | 2017-04-25 | Pacific Prebenched Ltd. | Block for a retaining wall |
US9856622B2 (en) | 2016-03-30 | 2018-01-02 | Robert Gordon McIntosh | Retaining wall system, method of supporting same, and kit for use in constructing same |
US10676890B2 (en) | 2016-03-30 | 2020-06-09 | Robert Gordon McIntosh | Retaining wall system, method of supporting same, and kit for use in constructing same |
USD895153S1 (en) | 2018-10-05 | 2020-09-01 | Pacific Prebenched Ltd. | Block for a retaining wall |
CN110761578A (en) * | 2019-10-26 | 2020-02-07 | 江苏筑原建筑设计有限公司 | Garage roof crack supporting construction |
CN110761578B (en) * | 2019-10-26 | 2021-05-25 | 江苏筑原建筑设计有限公司 | Garage roof crack supporting construction |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3430397A (en) | Two-way wall brace | |
US3537220A (en) | Masonry wall brace | |
US5524405A (en) | Wall structure | |
US4079556A (en) | Wall support device | |
US3974618A (en) | Method of and means for multi-story building construction | |
US4563852A (en) | Method of reinforcing concrete block foundation walls | |
US4070833A (en) | Bracing apparatus | |
US6546686B2 (en) | Balanced stabilization system | |
US2898659A (en) | Concrete form locking means | |
US3483707A (en) | Method for reinforcing steel pipe piling in situ and the resultant piling | |
US4562603A (en) | Cable supported pool structure | |
US1554420A (en) | Adjustable sectional form | |
US2784476A (en) | Jointed strap tie for concrete forms | |
US20020095880A1 (en) | Pier with diagonal strut | |
US1574636A (en) | Concrete form | |
US1579965A (en) | Pole for carrying electric cables, telegraph and telephone wires, and other purposes | |
US3606716A (en) | Timber piling construction | |
US1920607A (en) | Tie strap | |
US2951520A (en) | Corner from clamp | |
JP6730554B2 (en) | Inclined house jack up auxiliary metal fittings and jack up construction method using the same. | |
ES2641790A1 (en) | Integral system of reinforcement, disassembly and replacement of old brick facades with its procedure (Machine-translation by Google Translate, not legally binding) | |
CN106836024A (en) | Across sagging bracing means and its construction method in a kind of bridge | |
US2021434A (en) | Floor construction | |
US2019133A (en) | Reenforced brick building construction | |
CN219431001U (en) | Assembled lattice column support frame |