US20110079698A1 - brace - Google Patents

brace Download PDF

Info

Publication number
US20110079698A1
US20110079698A1 US12/933,079 US93307909A US2011079698A1 US 20110079698 A1 US20110079698 A1 US 20110079698A1 US 93307909 A US93307909 A US 93307909A US 2011079698 A1 US2011079698 A1 US 2011079698A1
Authority
US
United States
Prior art keywords
elongate member
foot
brace according
adjustable brace
relative
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.)
Abandoned
Application number
US12/933,079
Inventor
Frank Pezzimenti
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Precast Bracing Systems Pty Ltd
Original Assignee
Precast Bracing Systems Pty Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from AU2008901350A external-priority patent/AU2008901350A0/en
Application filed by Precast Bracing Systems Pty Ltd filed Critical Precast Bracing Systems Pty Ltd
Assigned to PRECAST BRACING SYSTEMS PTY LTD. reassignment PRECAST BRACING SYSTEMS PTY LTD. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: PEZZIMENTI, FRANK
Publication of US20110079698A1 publication Critical patent/US20110079698A1/en
Abandoned legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/26Strutting means for wall parts; Supports or the like, e.g. for holding in position prefabricated walls

Definitions

  • This invention relates to an adjustable brace for temporarily supporting a building member relative to a foundation.
  • the brace has been developed for an application in temporarily supporting precast concrete panels, and it will be convenient to hereinafter describe the invention with reference to this particular application. It is to be appreciated however that the invention may have other applications and is not limited to supporting precast concrete panels.
  • Precast concrete panels require temporary bracing when they are hoisted into position on site.
  • Installation of the brace generally involves the brace being manually selected from a crate of braces on site and manually moved to the panel.
  • One end of the brace is attached to the panel, the panel is lifted by a hoist into position and the other end of the brace is attached to a foundation spaced from the panel.
  • the brace is attached to the panel and foundation by bolts that are generally driven by a pneumatic driver. When the brace is no longer required the bolts are removed from the panel and the foundation, and the brace is again manually removed to the crate.
  • the weight of a brace can vary in size between 20 kg and 120 kg.
  • the weight of the larger braces makes them too cumbersome to be moved by one person and it is often the job for two people.
  • the weight makes the brace potentially dangerous, particularly if the brace is allowed to fall from a height when the panel is being hoisted or the brace is removed from the panel.
  • the brace will generally include a pair of feet located at either end of an elongate member, which are attached to the panel and foundation by bolts. Each foot includes a mounting end and an aperture at an opposite end for receiving the bolt. The foot needs to rotate relative to the elongate member to allow for adjustment of the length of the brace. However when attaching the foot to the panel, the eccentricity of the mounting end results in the foot preferring to rotate so that the aperture is obstructed by the elongate member. Accordingly the installer needs to hold up the foot, while holding the bolt and power driver to attach the foot to the panel. This can become quite a difficult juggling act, particularly if the installer needs to hold the weight of one end of the brace as well.
  • an adjustable brace for temporarily supporting a building member at an angle relative to a foundation
  • the brace including; a first elongate member and a second elongate member that are configured to allow adjustment of the position of the first member relative to the second member to provide adjustment of the length of the brace, both the first elongate member and the second elongate member being formed from aluminium, a securing means for securing the position of the first elongate member relative to the second elongate member, a pair of feet each foot being located at a distal end of the first and second elongate members respectively and are fastened to the building member and foundation when the brace is in use, each foot being coupled to its respective first or second elongate member to allow the brace to extend at an angle to the foundation and building member, at least one foot being coupled to its respective elongate member so as to permit adjustment of the position of said at least one foot relative to the elongate member so as to provide adjustment of the length of the
  • Each foot is preferably attached to the distal end of its respective elongate member by a coupling so as to permit pivoting of the foot relative to its respective elongate member.
  • Each foot is preferably pivotally attached to a respective coupling so as to pivot about an axis that is substantially perpendicular to a longitudinal axis of the elongate members.
  • Each coupling is preferably detachably attached to the distal end of its respective elongate member.
  • Each coupling preferably includes a block that is attached to the distal end of its respective elongate member.
  • Each block is preferably attached to the distal end of its respective elongate member by a fastening means. It is preferred that the fastening means is a bolt and nut arrangement.
  • Each coupling preferably includes a bar that interacts with the respective foot and the respective block so as to enable the foot to rotate relative to the block. It is preferred that at least one coupling includes a threaded bar which is associated with the foot and is located in a threaded bore associated with the distal end of the respective elongate member so that rotation of the elongate member relative to the foot provides said micro adjustment of the length of the brace.
  • the threaded bore is preferably formed in the block.
  • the coupling is preferably formed from mild steel or aluminium.
  • the mild steel adjacent the elongate member is preferably cadmium plated.
  • the first elongate member is preferably located within the second elongate member so as to allow for sliding adjustment of the position of the first elongate member relative to the second elongate member in the axial direction.
  • the first elongate member preferably includes at least three outer walls and at least one inner wall extending between two of the outer walls. The at least one inner wall preferably makes an acute angle with the respective outer walls it engages.
  • the first elongate member preferably includes four outer walls. Alternatively the first elongate member preferably includes eight sides.
  • the first elongate member preferably includes at least one longitudinally extending rib formed along an outer surface of at least one of said outer walls. It is further preferred that the rib is formed on each outer wall.
  • the securing means is preferably formed separately from the first and second elongate members.
  • the securing means is preferably in the form of a pin that locates in at least one aperture formed in the first and or second elongate member.
  • the securing means preferably includes a locking means for locking the securing means in a position relative to the first and or second elongate means.
  • each foot includes at least one aperture for receiving a fastening element to retain the foot in positioned adjacent the building member or foundation when the brace is in use.
  • Each foot preferably includes a substantially planar base, the aperture is in the form of an elongate slot extending from a side edge of the base for allowing the foot to be manoeuvred to locate the fastening element within the slot.
  • the foot preferably includes a lip formed on the base for engaging a head of the fastening element so as to limit movement of the foot relative to the fastening member.
  • the lip is preferably located on at least one side of the slot.
  • the lip preferably extends along part of the side of the base.
  • each foot includes a mounting zone located in a substantially centrally located position on the foot to which the coupling is attached, each foot including two apertures located on opposing sides of the mounting region.
  • FIG. 1 is a side elevation of a brace in use attached to a building element and foundation.
  • FIG. 2 is a cross-section of the brace from FIG. 1 .
  • FIG. 3 is an exploded plan view of the brace from FIG. 1 .
  • FIG. 4 is an exploded isometric view of the elongate members, coupling and foot.
  • FIG. 5 is an isometric view of the first and second elongate member.
  • FIG. 6 is an isometric view of the foot of the brace.
  • FIG. 1 illustrates a side elevation of a preferred embodiment of the adjustable brace 1 .
  • the brace 1 illustrated includes a first elongate member 2 and a second elongate member 3 .
  • the brace 1 also includes a pair of feet 4 a , 4 b with each foot being located at opposing ends of the brace 1 .
  • the feet 4 a , 4 b may be attached to the respective elongate member 2 , 3 by any suitable means however in the preferred embodiment illustrated each foot is attached by way of a coupling 5 a , 5 b.
  • the foot 4 b associated with the second elongate member 3 is attached to a building member 6 such as a precast panel generally by way of a bolt 7 b .
  • the panel 6 is then hoisted into position adjacent the foundation 8 and the length of the brace 1 is adjusted so as to allow the foot 4 a associated with the first elongate member 2 to be connected to the foundation 8 , again generally by way of a bolt 7 a , at approximately 45 degrees to the panel 6 .
  • the brace 1 is operable over a range of angles of approximately 30 to 60 degrees.
  • the relative positions of the first 2 and second 3 elongate members are adjustable too provide adjustment of the length of the brace 1 .
  • the first 2 and second 3 elongate member may be configured in any suitable manner to allow for this adjustment, however in the embodiment illustrated the first elongate member 2 is located within the second elongate member 3 , (see FIG. 2 ) and configured to enable the first elongate member 2 to slide relative to the second elongate member 3 .
  • This sliding allows for adjustment of the length of the brace 1 in the axial direction X-X.
  • the invention is not to be considered as limited to sliding adjustment only, as other forms of adjustment are clearly possible.
  • the brace 1 also includes a securing means 9 for securing the position of the first elongate member 2 relative to the second elongate member 3 .
  • the securing means 9 may take any suitable form.
  • a securing means including a pin 10 extending through the first 2 and second 3 elongate members is shown in FIGS. 1 to 3 as one suitable form of securing means.
  • Other forms of securing means are clearly possible, as the pin 10 need not extend through both the first and second elongate member while the brace 1 is acting in compression. Instead the pin may extend into either the first 2 or second 3 elongate member and abut against an end of the remaining elongate member.
  • the securing means 9 includes a locking means 11 .
  • locking means 11 illustrated in FIG. 3 is a padlock that can attach to a distal end of the pin 10 when it extends through the first 2 and second 3 elongate members.
  • the padlock will lock the position of the pin.
  • Other forms of locking means are clearly possible.
  • the first and second elongate members are preferably formed with a plurality of apertures 12 a , 12 b to receive the pin 10 . It ought to be appreciated from FIG. 1 or 2 that each aperture 12 a in the first elongate member 2 is blockable of aligning with a number of the apertures 12 b formed in the second elongate member 3 depending upon the position of the first elongate member 2 relative to the second elongate member 3 . This allows for macro adjustment of the length of the brace 1 , as opposed to micro adjustment of the length of the brace 1 which will be explained in further detail later in the specification.
  • FIG. 2 illustrates the brace 1 including two different forms of couplings 5 a , 5 b , however this is not essential. While both couplings illustrated include a bar 13 a , 13 b that interacts with a block 14 a , 14 b fastened to a distal end of the first 2 or second 3 elongate member, the bar 14 a associated with the first elongate member 2 includes a threaded portion 15 that interacts with a threaded bore 16 formed in the block 14 a .
  • the threaded coupling 5 a is illustrated in greater detail in FIG. 4 .
  • the coupling 5 b associated with the second elongate member 3 allows for rotation of the foot 4 b relative to the second elongate member 3 without causing axial displacement of the foot 4 b relative to the second elongate member 3 .
  • the coupling 5 a associated with the first elongate member 2 is configured to axially displace when the first elongate member 2 is rotated relative to the foot 4 a . It ought to be appreciated that rotation of the first elongate member 2 relative to the foot 4 a , or more specifically rotation of the block 14 a associated with the first elongate member 2 relative to the threaded bar 15 , will cause axial displacement of the block 14 a relative to the bar 15 .
  • This axial displacement adjusts the length of the brace 1 , and for the purpose of distinguishing from the macro adjustment previously described, the axial displacement caused by rotation will be hereinafter referred to as micro adjustment.
  • each block 14 a , 14 b being connected by way of a fastening means in the form of a nut and bolt 17 a , 17 b arrangement.
  • each foot 4 a , 4 b is connected to its respective bar 13 a , 13 b by a fastening means 18 a , 18 b in the form of a nut and bolt arrangement.
  • the nut and bolt arrangement is only one form of fastening element suitable for achieving such a connection.
  • FIG. 5 illustrates the first 2 and second 3 elongate member in isolation of the other elements of the brace.
  • the first 2 and second 3 elongate members are formed from aluminium, and preferably extruded aluminium.
  • the extruded form shown includes a substantially rectangular with bevelled corners having eight outer walls 19 , however other shaped extrusions may also be possible. More specifically the extruded shape may be in the form of a square, triangle or even a circle.
  • the first elongate member 2 include at least one inner wall 20 .
  • the first elongate member 2 includes four inner walls 20 , however this is not essential.
  • the inner wall 20 provides added strength to the first elongate member so as to resist bending or bowing when the brace 1 is under compression.
  • the outer wall 19 may also include one or more ribs 28 .
  • FIG. 5 illustrates four of the opposing outer walls 19 each including a rib 28 which extends longitudinally of the first member 2 .
  • the rib spaces an outer surface of the outer wall 19 of the first member 2 from an inner surface of the second member 3 . This spacing reduces friction when sliding the first member 2 relative to the second member 3 to adjust the length of the brace 1 .
  • the number and location of the ribs 28 on the outer wall 19 may vary from that illustrated.
  • the foot 4 includes a substantially planar base 21 with a centrally located mounting zone 22 for receiving the bar associated with the coupling (not shown).
  • the preferred foot illustrated includes a pair of slot shaped apertures 23 spaced on opposing sides of the mounting zone 22 .
  • Each slot 23 extends from a side edge 24 , 25 of the base 21 to a location substantially aligned with the axis X-X.
  • a fastening means 7 a , 7 b such as a bolt
  • the slot 23 allows for the bolt 7 a , 7 b to be attached to the panel 6 or foundation 8 before the foot 4 is moved in a direction transverse to the axis X-X, onto the shank of the bolt 7 a , 7 b . Furthermore by having two slots 23 it is less likely that both of the slots 23 will be obstructed by either elongate member 2 , 3 .
  • the foot 4 is preferably formed with some means for retraining the bolt 7 a , 7 b head within the aperture 23 when the bolt 7 a , 7 b has been attached to the panel 6 or foundation 8 .
  • the preferred means illustrated is in the form of a lip 26 , 27 formed along the side edge 24 , 25 of the planar base 21 which engages the head. This location for the lip adjacent the slot is merely preferred, and the lip 26 , 27 could be located at a position spaced from the side edge of the base.
  • An advantage however of having the lip adjacent the side edge of the base is that it provides the base 21 with further rigidity and reduces the likelihood of the base 21 bending or folding through misuse.
  • the foot 4 , bar 13 a and blocks 14 a and 14 b may all be formed from any metal including mild steel and aluminium. If the block 14 is formed from mild steel it is preferred that, each block 14 be cadmium plated, however if the block 14 and bar 5 is formed from aluminium no plating is required.
  • the brace 1 will be relatively light weight given the extensive use of aluminium in the elongate members 2 , 3 . Furthermore providing the first elongate member 2 with at least one inner wall 20 will increase the strength of the brace to resist compression loads particularly in resistance to buckling, whilst maintaining its relatively light weight. Still furthermore providing each foot 4 with multiple apertures 23 reduces the degree to which either foot 4 needs to be rotated to a suitable position for attachment to the panel or foundation.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

This invention relates to an adjustable brace 1 for supporting a building member 6 relative to a foundation 8. The invention also relates to a foot 4 and an elongate member 2, 3 both forming part of the brace 1. The invention provides a relatively lightweight brace 1 particularly suited for temporarily bracing a concrete panel 6 at an angle relative to a foundation 8.

Description

    CROSS-REFERENCE TO RELATED APPLICATIONS
  • The present application claims priority to International Application No. PCT/AU2009/000316 which was filed on Mar. 19, 2009 and claims priority to Australian Provisional Patent Application No. 2008901350 filed Mar. 19, 2008.
  • STATEMENT RE: FEDERALLY SPONSORED RESEARCH/DEVELOPMENT
  • Not Applicable
  • BACKGROUND
  • This invention relates to an adjustable brace for temporarily supporting a building member relative to a foundation. The brace has been developed for an application in temporarily supporting precast concrete panels, and it will be convenient to hereinafter describe the invention with reference to this particular application. It is to be appreciated however that the invention may have other applications and is not limited to supporting precast concrete panels.
  • Precast concrete panels require temporary bracing when they are hoisted into position on site. Installation of the brace generally involves the brace being manually selected from a crate of braces on site and manually moved to the panel. One end of the brace is attached to the panel, the panel is lifted by a hoist into position and the other end of the brace is attached to a foundation spaced from the panel. The brace is attached to the panel and foundation by bolts that are generally driven by a pneumatic driver. When the brace is no longer required the bolts are removed from the panel and the foundation, and the brace is again manually removed to the crate.
  • The weight of a brace can vary in size between 20 kg and 120 kg. The weight of the larger braces makes them too cumbersome to be moved by one person and it is often the job for two people. Furthermore the weight makes the brace potentially dangerous, particularly if the brace is allowed to fall from a height when the panel is being hoisted or the brace is removed from the panel.
  • The brace will generally include a pair of feet located at either end of an elongate member, which are attached to the panel and foundation by bolts. Each foot includes a mounting end and an aperture at an opposite end for receiving the bolt. The foot needs to rotate relative to the elongate member to allow for adjustment of the length of the brace. However when attaching the foot to the panel, the eccentricity of the mounting end results in the foot preferring to rotate so that the aperture is obstructed by the elongate member. Accordingly the installer needs to hold up the foot, while holding the bolt and power driver to attach the foot to the panel. This can become quite a difficult juggling act, particularly if the installer needs to hold the weight of one end of the brace as well.
  • The above discussion of documents, acts, materials, devices, articles and the like is included in this specification solely for the purpose of providing a context for the present invention. It is not suggested or represented that any of these matters formed part of the prior art base or were common general knowledge in the field relevant to the present invention as it existed in Australia before the priority date of this invention.
  • BRIEF SUMMARY
  • According to one aspect of this invention there is provided an adjustable brace for temporarily supporting a building member at an angle relative to a foundation, the brace including; a first elongate member and a second elongate member that are configured to allow adjustment of the position of the first member relative to the second member to provide adjustment of the length of the brace, both the first elongate member and the second elongate member being formed from aluminium, a securing means for securing the position of the first elongate member relative to the second elongate member, a pair of feet each foot being located at a distal end of the first and second elongate members respectively and are fastened to the building member and foundation when the brace is in use, each foot being coupled to its respective first or second elongate member to allow the brace to extend at an angle to the foundation and building member, at least one foot being coupled to its respective elongate member so as to permit adjustment of the position of said at least one foot relative to the elongate member so as to provide adjustment of the length of the brace.
  • Each foot is preferably attached to the distal end of its respective elongate member by a coupling so as to permit pivoting of the foot relative to its respective elongate member. Each foot is preferably pivotally attached to a respective coupling so as to pivot about an axis that is substantially perpendicular to a longitudinal axis of the elongate members. Each coupling is preferably detachably attached to the distal end of its respective elongate member. Each coupling preferably includes a block that is attached to the distal end of its respective elongate member. Each block is preferably attached to the distal end of its respective elongate member by a fastening means. It is preferred that the fastening means is a bolt and nut arrangement. Each coupling preferably includes a bar that interacts with the respective foot and the respective block so as to enable the foot to rotate relative to the block. It is preferred that at least one coupling includes a threaded bar which is associated with the foot and is located in a threaded bore associated with the distal end of the respective elongate member so that rotation of the elongate member relative to the foot provides said micro adjustment of the length of the brace. The threaded bore is preferably formed in the block. The coupling is preferably formed from mild steel or aluminium. The mild steel adjacent the elongate member is preferably cadmium plated.
  • The first elongate member is preferably located within the second elongate member so as to allow for sliding adjustment of the position of the first elongate member relative to the second elongate member in the axial direction. The first elongate member preferably includes at least three outer walls and at least one inner wall extending between two of the outer walls. The at least one inner wall preferably makes an acute angle with the respective outer walls it engages. The first elongate member preferably includes four outer walls. Alternatively the first elongate member preferably includes eight sides. The first elongate member preferably includes at least one longitudinally extending rib formed along an outer surface of at least one of said outer walls. It is further preferred that the rib is formed on each outer wall.
  • The securing means is preferably formed separately from the first and second elongate members. The securing means is preferably in the form of a pin that locates in at least one aperture formed in the first and or second elongate member. The securing means preferably includes a locking means for locking the securing means in a position relative to the first and or second elongate means.
  • It is preferred that each foot includes at least one aperture for receiving a fastening element to retain the foot in positioned adjacent the building member or foundation when the brace is in use. Each foot preferably includes a substantially planar base, the aperture is in the form of an elongate slot extending from a side edge of the base for allowing the foot to be manoeuvred to locate the fastening element within the slot. The foot preferably includes a lip formed on the base for engaging a head of the fastening element so as to limit movement of the foot relative to the fastening member. The lip is preferably located on at least one side of the slot. The lip preferably extends along part of the side of the base. It is preferred that each foot includes a mounting zone located in a substantially centrally located position on the foot to which the coupling is attached, each foot including two apertures located on opposing sides of the mounting region.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • It will be convenient to hereinafter describe the invention in greater detail by reference to the accompanying drawings showing three example embodiments of the invention. The particularity of the drawings and the related detailed description is not to be understood as superseding the generality of the preceding broad description of the invention.
  • FIG. 1 is a side elevation of a brace in use attached to a building element and foundation.
  • FIG. 2 is a cross-section of the brace from FIG. 1.
  • FIG. 3 is an exploded plan view of the brace from FIG. 1.
  • FIG. 4 is an exploded isometric view of the elongate members, coupling and foot.
  • FIG. 5 is an isometric view of the first and second elongate member.
  • FIG. 6 is an isometric view of the foot of the brace.
  • DETAILED DESCRIPTION
  • Referring firstly to FIG. 1 which illustrates a side elevation of a preferred embodiment of the adjustable brace 1. The brace 1 illustrated includes a first elongate member 2 and a second elongate member 3. The brace 1 also includes a pair of feet 4 a,4 b with each foot being located at opposing ends of the brace 1. The feet 4 a,4 b may be attached to the respective elongate member 2,3 by any suitable means however in the preferred embodiment illustrated each foot is attached by way of a coupling 5 a,5 b.
  • When in use the foot 4 b associated with the second elongate member 3 is attached to a building member 6 such as a precast panel generally by way of a bolt 7 b. The panel 6 is then hoisted into position adjacent the foundation 8 and the length of the brace 1 is adjusted so as to allow the foot 4 a associated with the first elongate member 2 to be connected to the foundation 8, again generally by way of a bolt 7 a, at approximately 45 degrees to the panel 6. Whilst the illustration shows the brace at substantially 45 degrees, the brace 1 is operable over a range of angles of approximately 30 to 60 degrees.
  • The relative positions of the first 2 and second 3 elongate members are adjustable too provide adjustment of the length of the brace 1. The first 2 and second 3 elongate member may be configured in any suitable manner to allow for this adjustment, however in the embodiment illustrated the first elongate member 2 is located within the second elongate member 3, (see FIG. 2) and configured to enable the first elongate member 2 to slide relative to the second elongate member 3. This sliding allows for adjustment of the length of the brace 1 in the axial direction X-X. The invention is not to be considered as limited to sliding adjustment only, as other forms of adjustment are clearly possible.
  • The brace 1 also includes a securing means 9 for securing the position of the first elongate member 2 relative to the second elongate member 3. The securing means 9 may take any suitable form. A securing means including a pin 10 extending through the first 2 and second 3 elongate members is shown in FIGS. 1 to 3 as one suitable form of securing means. Other forms of securing means are clearly possible, as the pin 10 need not extend through both the first and second elongate member while the brace 1 is acting in compression. Instead the pin may extend into either the first 2 or second 3 elongate member and abut against an end of the remaining elongate member. It is preferred that the securing means 9 includes a locking means 11. The preferred form of locking means 11 illustrated in FIG. 3 is a padlock that can attach to a distal end of the pin 10 when it extends through the first 2 and second 3 elongate members. The padlock will lock the position of the pin. Other forms of locking means are clearly possible.
  • The first and second elongate members are preferably formed with a plurality of apertures 12 a,12 b to receive the pin 10. It ought to be appreciated from FIG. 1 or 2 that each aperture 12 a in the first elongate member 2 is blockable of aligning with a number of the apertures 12 b formed in the second elongate member 3 depending upon the position of the first elongate member 2 relative to the second elongate member 3. This allows for macro adjustment of the length of the brace 1, as opposed to micro adjustment of the length of the brace 1 which will be explained in further detail later in the specification.
  • FIG. 2 illustrates the brace 1 including two different forms of couplings 5 a,5 b, however this is not essential. While both couplings illustrated include a bar 13 a,13 b that interacts with a block 14 a,14 b fastened to a distal end of the first 2 or second 3 elongate member, the bar 14 a associated with the first elongate member 2 includes a threaded portion 15 that interacts with a threaded bore 16 formed in the block 14 a. The threaded coupling 5 a is illustrated in greater detail in FIG. 4.
  • The coupling 5 b associated with the second elongate member 3 allows for rotation of the foot 4 b relative to the second elongate member 3 without causing axial displacement of the foot 4 b relative to the second elongate member 3. Whereas the coupling 5 a associated with the first elongate member 2 is configured to axially displace when the first elongate member 2 is rotated relative to the foot 4 a. It ought to be appreciated that rotation of the first elongate member 2 relative to the foot 4 a, or more specifically rotation of the block 14 a associated with the first elongate member 2 relative to the threaded bar 15, will cause axial displacement of the block 14 a relative to the bar 15. This axial displacement adjusts the length of the brace 1, and for the purpose of distinguishing from the macro adjustment previously described, the axial displacement caused by rotation will be hereinafter referred to as micro adjustment.
  • Referring again to FIG. 3 which illustrates each block 14 a,14 b being connected by way of a fastening means in the form of a nut and bolt 17 a,17 b arrangement. Furthermore each foot 4 a,4 b is connected to its respective bar 13 a,13 b by a fastening means 18 a,18 b in the form of a nut and bolt arrangement. It ought to be appreciated that the nut and bolt arrangement is only one form of fastening element suitable for achieving such a connection.
  • Referring now to FIG. 5 which illustrates the first 2 and second 3 elongate member in isolation of the other elements of the brace. The first 2 and second 3 elongate members are formed from aluminium, and preferably extruded aluminium. The extruded form shown includes a substantially rectangular with bevelled corners having eight outer walls 19, however other shaped extrusions may also be possible. More specifically the extruded shape may be in the form of a square, triangle or even a circle.
  • It is preferred that the first elongate member 2 include at least one inner wall 20. In the preferred embodiment illustrated in FIG. 5 the first elongate member 2 includes four inner walls 20, however this is not essential. The inner wall 20 provides added strength to the first elongate member so as to resist bending or bowing when the brace 1 is under compression.
  • The outer wall 19 may also include one or more ribs 28. FIG. 5 illustrates four of the opposing outer walls 19 each including a rib 28 which extends longitudinally of the first member 2. The rib spaces an outer surface of the outer wall 19 of the first member 2 from an inner surface of the second member 3. This spacing reduces friction when sliding the first member 2 relative to the second member 3 to adjust the length of the brace 1. The number and location of the ribs 28 on the outer wall 19 may vary from that illustrated.
  • Referring now to FIG. 6 which illustrates the foot 4 of the brace 1. The foot 4 includes a substantially planar base 21 with a centrally located mounting zone 22 for receiving the bar associated with the coupling (not shown). The preferred foot illustrated includes a pair of slot shaped apertures 23 spaced on opposing sides of the mounting zone 22. Each slot 23 extends from a side edge 24,25 of the base 21 to a location substantially aligned with the axis X-X. When the brace 1 is in use at least one of the slots 23 in each foot 4 is occupied by a fastening means 7 a,7 b, such as a bolt, for attaching the foot to the panel or foundation. The slot 23 allows for the bolt 7 a,7 b to be attached to the panel 6 or foundation 8 before the foot 4 is moved in a direction transverse to the axis X-X, onto the shank of the bolt 7 a,7 b. Furthermore by having two slots 23 it is less likely that both of the slots 23 will be obstructed by either elongate member 2,3.
  • The foot 4 is preferably formed with some means for retraining the bolt 7 a,7 b head within the aperture 23 when the bolt 7 a,7 b has been attached to the panel 6 or foundation 8. The preferred means illustrated is in the form of a lip 26,27 formed along the side edge 24,25 of the planar base 21 which engages the head. This location for the lip adjacent the slot is merely preferred, and the lip 26,27 could be located at a position spaced from the side edge of the base. An advantage however of having the lip adjacent the side edge of the base is that it provides the base 21 with further rigidity and reduces the likelihood of the base 21 bending or folding through misuse.
  • The foot 4, bar 13 a and blocks 14 a and 14 b may all be formed from any metal including mild steel and aluminium. If the block 14 is formed from mild steel it is preferred that, each block 14 be cadmium plated, however if the block 14 and bar 5 is formed from aluminium no plating is required.
  • It ought to be appreciated from the foregoing description that the brace 1 will be relatively light weight given the extensive use of aluminium in the elongate members 2,3. Furthermore providing the first elongate member 2 with at least one inner wall 20 will increase the strength of the brace to resist compression loads particularly in resistance to buckling, whilst maintaining its relatively light weight. Still furthermore providing each foot 4 with multiple apertures 23 reduces the degree to which either foot 4 needs to be rotated to a suitable position for attachment to the panel or foundation.
  • Various alterations and or additions may be made to the brace as hereinbefore described without departing from the spirit or ambit of the invention.

Claims (29)

1. An adjustable brace for temporarily supporting a building member at an angle relative to a foundation, the brace including; a first elongate member and a second elongate member that are configured to allow adjustment of the position of the first member relative to the second member to provide adjustment of the length of the brace, both the first elongate member and the second elongate member being formed from aluminium, a securing means for securing the position of the first elongate member relative to the second elongate member, a pair of feet each foot being located at a distal end of the first and second elongate members respectively and are fastened to the building member and foundation when the brace is in use, each foot being coupled to its respective first or second elongate member to allow the brace to extend at an angle to the foundation and building member, at least one foot being coupled to its respective elongate member so as to permit adjustment of the position of said at least one foot relative to the elongate member so as to provide adjustment of the length of the brace.
2. An adjustable brace according to claim 1 wherein each foot is attached to the distal end of its respective elongate member by a coupling so as to permit pivoting of the foot relative to its respective elongate member.
3. An adjustable brace according to claim 2 wherein each foot is pivotally attached to a respective coupling so as to pivot about an axis that is substantially perpendicular to a longitudinal axis of the elongate members.
4. An adjustable brace according to claim 3 wherein each coupling is detachably attached to the distal end of its respective elongate member.
5. An adjustable brace according to claim 4 wherein each coupling includes a block that is attached to the distal end of its respective elongate member.
6. An adjustable brace according to claim 5 wherein each block is attached to the distal end of its respective elongate member by a fastening means.
7. An adjustable brace according to claim 6 wherein the fastening means is a bolt and nut arrangement.
8. An adjustable brace according to claim 7 wherein each coupling includes a bar that interacts with the respective foot and the respective block so as to enable the foot to rotate relative to the block.
9. An adjustable brace according to claim 8 wherein at least one coupling includes a threaded bar which is associated with the foot and is located in a threaded bore associated with the distal end of the respective elongate member so that rotation of the elongate member relative to the foot provides micro adjustment of the length of the brace.
10. An adjustable brace according to claim 9 wherein the threaded bore is formed in the block.
11. An adjustable brace according to claim 10 wherein the coupling is formed from mild steel or aluminium.
12. An adjustable brace according to claim 11 wherein the mild steel adjacent the elongate member is cadmium plated.
13. An adjustable brace according to claim 12 wherein the first elongate member is located within the second elongate member so as to allow for sliding adjustment of the position of the first elongate member relative to the second elongate member in the axial direction.
14. An adjustable brace according to claim 13 wherein the first elongate member includes at least three outer walls and at least one inner wall extending between two of the outer walls.
15. An adjustable brace according to claim 14 wherein the at least one inner wall makes an acute angle with the respective outer walls it engages.
16. An adjustable brace according to claim 15 wherein the first elongate member includes four outer walls.
17. An adjustable brace according to claim 16 wherein the first elongate member includes eight walls.
18. An adjustable brace according to claim 17 wherein the securing means is formed separately from the first and second elongate members.
19. An adjustable brace according to claim 18 wherein the securing means is in the form of a pin that locates in at least one aperture formed in the first and or second elongate member.
20. An adjustable brace according to claim 19 wherein the securing means includes a locking means for locking the securing means in a position relative to the first and or second elongate means.
21. An adjustable brace according to claim 20 wherein each foot includes at least one aperture for receiving a fastening element to retain the foot in positioned adjacent the building member or foundation when the brace is in use.
22. An adjustable brace according to claim 21 wherein each foot includes a substantially planar base, the aperture is in the form of an elongate slot extending from a side edge of the base for allowing the foot to be manoeuvred to locate the fastening element within the slot.
23. An adjustable brace according to claim 22 wherein the foot includes a lip formed on the base for engaging a head of the fastening element so as to limit movement of the foot relative to the fastening element.
24. An adjustable brace according to claim 23 wherein the lip is located on at least one side of the slot.
25. An adjustable brace according to claim 25 wherein the lip extends along part of the side of the base.
26. An adjustable brace according to claim 25 wherein each foot includes a mounting zone located in a substantially centrally located position on the foot to which the coupling is attached, each foot including two apertures located on opposing sides of the mounting region.
27-39. (canceled)
40. An adjustable brace according to claim 16 wherein the first elongate member includes at least one longitudinally extending rib formed along an outer surface of at least one of said outer walls.
41. An adjustable brace according to claim 40 wherein the rib is formed on each outer wall.
US12/933,079 2008-03-19 2009-03-19 brace Abandoned US20110079698A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AU2008901350 2008-03-19
AU2008901350A AU2008901350A0 (en) 2008-03-19 A brace
PCT/AU2009/000316 WO2009114902A1 (en) 2008-03-19 2009-03-19 A brace

Publications (1)

Publication Number Publication Date
US20110079698A1 true US20110079698A1 (en) 2011-04-07

Family

ID=41090427

Family Applications (1)

Application Number Title Priority Date Filing Date
US12/933,079 Abandoned US20110079698A1 (en) 2008-03-19 2009-03-19 brace

Country Status (3)

Country Link
US (1) US20110079698A1 (en)
AU (1) AU2009225945A1 (en)
WO (1) WO2009114902A1 (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130319795A1 (en) * 2012-06-01 2013-12-05 Yu Shing SO Buildings components and structures
US20140027599A1 (en) * 2012-07-25 2014-01-30 Paul Tarpy Duct Stiffening Device
US10829950B1 (en) * 2019-08-05 2020-11-10 Craft Pro Masonry Restorations, Inc. System and method for dynamically bracing a buckling masonry wall
US11091923B2 (en) 2018-06-05 2021-08-17 Meadow Burke, Llc Brace for a precast concrete panel
IT202000015427A1 (en) * 2020-06-26 2021-12-26 Comipont S P A PUSH-PULL PROP
USD947651S1 (en) 2018-06-05 2022-04-05 Meadow Burke, Llc Pre-cast panel wall brace
US11492797B2 (en) 2020-03-05 2022-11-08 Meadow Burke, Llc Connector for precast concrete structures
US20230011194A1 (en) * 2021-07-12 2023-01-12 Israel E Arredondo Support pole assembly for construction barricades
US11686111B2 (en) 2019-05-06 2023-06-27 Ccs Contractor Equipment & Supply, Llc Modular pipe brace assembly
US11927026B2 (en) * 2020-03-16 2024-03-12 Brandon W Baker Pole stabilization assembly

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2951760B1 (en) 2009-10-26 2012-01-06 Fiskars Brands France TELESCOPIC STATION WITH CONTROL LEVER
DE102014103365B4 (en) * 2014-03-12 2015-12-03 G & Z - Alu-Systeme Gmbh Sliding

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3229950A (en) * 1964-04-17 1966-01-18 Richmond Screw Anchor Co Inc Brace
US3798856A (en) * 1972-05-24 1974-03-26 W Gloskowski Tilt-up wall panel brace assembly
US3998294A (en) * 1976-02-04 1976-12-21 Moeller Melvin A Connecting device adapted to maintain an object at a selected distance from a wall
US4083156A (en) * 1977-04-14 1978-04-11 Superior Concrete Accessories, Inc. Apparatus for bracing a tilt-up wall panel
US7658359B2 (en) * 2004-12-17 2010-02-09 Steelcase Development Corporation Load compensator for height adjustable table
US7913463B2 (en) * 2007-08-27 2011-03-29 David Russell Adjustable vertical brace
US8113479B1 (en) * 2008-12-16 2012-02-14 O'connell Timothy E Telescoping stabilization system comprising a reinforced telescoping member

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2170525B (en) * 1985-02-04 1988-07-20 Mabey Hire Co Soldier propping system
CA2063095A1 (en) * 1992-03-16 1993-09-17 Henry Bickle Adjustable brace

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3229950A (en) * 1964-04-17 1966-01-18 Richmond Screw Anchor Co Inc Brace
US3798856A (en) * 1972-05-24 1974-03-26 W Gloskowski Tilt-up wall panel brace assembly
US3998294A (en) * 1976-02-04 1976-12-21 Moeller Melvin A Connecting device adapted to maintain an object at a selected distance from a wall
US4083156A (en) * 1977-04-14 1978-04-11 Superior Concrete Accessories, Inc. Apparatus for bracing a tilt-up wall panel
US7658359B2 (en) * 2004-12-17 2010-02-09 Steelcase Development Corporation Load compensator for height adjustable table
US7913463B2 (en) * 2007-08-27 2011-03-29 David Russell Adjustable vertical brace
US8113479B1 (en) * 2008-12-16 2012-02-14 O'connell Timothy E Telescoping stabilization system comprising a reinforced telescoping member

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10094509B2 (en) * 2012-06-01 2018-10-09 Wls Intellectual Property Limited Building components and structures
US20130319795A1 (en) * 2012-06-01 2013-12-05 Yu Shing SO Buildings components and structures
US20140027599A1 (en) * 2012-07-25 2014-01-30 Paul Tarpy Duct Stiffening Device
US9476525B2 (en) * 2012-07-25 2016-10-25 Paul Tarpy Duct stiffening device
US20170037986A1 (en) * 2012-07-25 2017-02-09 Paul Tarpy Duct stiffening device
US9816644B2 (en) * 2012-07-25 2017-11-14 Paul Tarpy Duct stiffening device
USD947651S1 (en) 2018-06-05 2022-04-05 Meadow Burke, Llc Pre-cast panel wall brace
US11091923B2 (en) 2018-06-05 2021-08-17 Meadow Burke, Llc Brace for a precast concrete panel
US11686111B2 (en) 2019-05-06 2023-06-27 Ccs Contractor Equipment & Supply, Llc Modular pipe brace assembly
US10829950B1 (en) * 2019-08-05 2020-11-10 Craft Pro Masonry Restorations, Inc. System and method for dynamically bracing a buckling masonry wall
US11492797B2 (en) 2020-03-05 2022-11-08 Meadow Burke, Llc Connector for precast concrete structures
US11927026B2 (en) * 2020-03-16 2024-03-12 Brandon W Baker Pole stabilization assembly
WO2021260564A1 (en) * 2020-06-26 2021-12-30 Comipont S.P.A. Push-pull prop
IT202000015427A1 (en) * 2020-06-26 2021-12-26 Comipont S P A PUSH-PULL PROP
US20230011194A1 (en) * 2021-07-12 2023-01-12 Israel E Arredondo Support pole assembly for construction barricades

Also Published As

Publication number Publication date
AU2009225945A1 (en) 2009-09-24
WO2009114902A1 (en) 2009-09-24

Similar Documents

Publication Publication Date Title
US20110079698A1 (en) brace
US20180112424A1 (en) Safety rail system and method for using same
US10184256B2 (en) Collapsible safety barrier and support post
US8342485B2 (en) Compression post mount
US10024075B2 (en) Apparatus, system and methods for supporting one or more upright items from a support surface
AU2008100267B4 (en) A brace
US10501906B2 (en) Trenching panels, panel assembly, system and method
US11091923B2 (en) Brace for a precast concrete panel
US7938593B1 (en) Split tube connector system
US20170356203A1 (en) Temporary Safety Barrier System
US20240044133A1 (en) Modular space frame support system, work platform system and methods of erecting the same
CZ2018310A3 (en) Stacked steel structure for lifting equipment
AT6961U2 (en) ADJUSTING AND FIXING DEVICE
WO2009009898A1 (en) Concrete slab depth varying system
US10500700B1 (en) Efficiency of construction via an on-site portable self-supporting structural assembly jig
CA2885328C (en) Underground vault roof support
US20110173918A1 (en) Adjustable wall brace
US20020166722A1 (en) Mobile outrigger scaffolding system
US20220235567A1 (en) System, method and apparatus for fall protection of workers at a construction site
DE102005063225A1 (en) Mobile climbing wall for sport climbing training, has supporting device and supporting surfaces adjustably coupled with each other on underground for free-standing, variable positioning of supporting surfaces
EP2711482B1 (en) Fastening device for scaffold anchoring
US20030047385A1 (en) Mobile outrigger scaffolding system
CZ32273U1 (en) A composed assembly of a steel structure for a lifting device
AU2019204939A1 (en) Barrier System
CA2599534A1 (en) Concrete slab depth varying system

Legal Events

Date Code Title Description
AS Assignment

Owner name: PRECAST BRACING SYSTEMS PTY LTD., AUSTRALIA

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:PEZZIMENTI, FRANK;REEL/FRAME:025230/0341

Effective date: 20101020

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION