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WO2018187827A1 - Poteau de clôture - Google Patents

Poteau de clôture Download PDF

Info

Publication number
WO2018187827A1
WO2018187827A1 PCT/AU2018/000049 AU2018000049W WO2018187827A1 WO 2018187827 A1 WO2018187827 A1 WO 2018187827A1 AU 2018000049 W AU2018000049 W AU 2018000049W WO 2018187827 A1 WO2018187827 A1 WO 2018187827A1
Authority
WO
WIPO (PCT)
Prior art keywords
fence post
peg
flanges
plate
flange
Prior art date
Application number
PCT/AU2018/000049
Other languages
English (en)
Inventor
Malcolm Alexander GOLLEDGE
Lyndon James GOLLEDGE
Original Assignee
Bfre 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 AU2017901319A external-priority patent/AU2017901319A0/en
Application filed by Bfre Pty Ltd filed Critical Bfre Pty Ltd
Publication of WO2018187827A1 publication Critical patent/WO2018187827A1/fr
Priority to AU2019101384A priority Critical patent/AU2019101384A4/en

Links

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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
    • 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
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/02—Wire fencing, e.g. made of wire mesh
    • E04H17/06—Parts for wire fences
    • E04H17/08—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like

Definitions

  • the present invention relates to an improved fence post/peg design incorporating built in safety features which can be used to support formboards for concrete slabs, and in general applications where lightweight barrier system supports are required.
  • Concrete slab formwork is generally supported using hardwood timber pegs.
  • the pegs are usually 50mm x 50 mm square section and come in a number of standard lengths, ranging from 450 mm to 1200 mm long. They are installed using a sledge hammer and removed by using a sledge hammer by knocking them sideways, backwards and forwards until they can be removed by hand. Within a short number of reuses, the peg can split causing potential for hammer deflections during installation and pegs breaking apart and pieces becoming airborne, both situations causing occupational and safety hazards.
  • the form boards are generally fixed to the timber peg using nails fired from nail guns, and due to the high density of the hardwood the nails sometimes fail to penetrate or split the timber.
  • An improvement in the timber pegs has been the introduction of a metal collar installed at the head. This addition has increased the life of the timber peg, however the pegs eventually fails in similar ways.
  • a star picket is a variant of a steel fence post.
  • Steel fence posts, depending on design or country, are also called a T-post, a Y-post, or variants on star post, being different types of fence posts or pickets. They are typically made of steel. They can be used to support various types of wire or wire mesh.
  • the end view of the post creates an obvious T, Y or other shape.
  • the posts are driven into the ground with a manual driver or pneumatic post pounder.
  • the star picket is a three-flanged peg made from steel, with holes equally spaced along the deeper flange partway along the length of the peg. The other two flanges do not have holes in them.
  • the star picket is also used in fencing and barrier applications, and has very broad-based application in primary industry, the building industry and in general backyard uses around residential homes.
  • the pegs are installed using a weighted sleeve called a dolly that fits over the peg and then a manually activated up and down motion impacts the pegs into the ground.
  • Another method is to use a sledge or heavy hammer to drive the pegs into position. After a number of re-uses the head of the peg begins to deform and reaches a stage where the safety caps cannot be installed. At which time the uncovered deformed picket heads can injure workers.
  • the process of installing and de installing the peg safety caps incurs a recurring labour expense, adding to the cost of the peg on every re use.
  • the star picket was originally designed for fencing applications and the cross-sectional shape is in a star Y configuration, although not exactly spaced at 120 degrees.
  • the star Y configuration offers strength in all directions, however its main strength axis is at right angles to the axis of the widest flange with the holes. This corresponds to an orientation of being parallel to the direction of the fence and fencing barrier material.
  • the peg geometry does not allow a face of one of the peg flanges to rest flat against the face of the board, so that any connection made between the peg and the board is through an air gap, with adjacent picket flanges having line contact with the board either side. In this orientation it is also on the weaker axis.
  • bracing to the side of the picket to support the formwork boards fixed to it, against wet concrete loading on the boards that are fixed to it.
  • the outward flanges of the peg are not aligned to the brace direction, so it is difficult to effectively fasten the brace to the peg. Because of this the brace is generally fixed to the top of the boards adjacent to the installed star picket.
  • each flange is angled off to a point. Not only does the pointed end create a safety hazard during the materials handling stage of the process, it also needs to be driven further into the ground to find sufficient resistance to sinking after installation due to both the point and the thin cross-sectional area of the star picket itself. Although in other applications where there is stiffer ground, a point may be desirable.
  • a specially designed tool called a peg puller When the star pickets need to be removed, a specially designed tool called a peg puller is used.
  • the tool generally employs a clamping mechanism which is fitted to the outermost exposed flange of the star picket at ground level. When the clamping mechanism is engaged, the tool lever arm is pushed on which vertically lifts the post from the ground, the process is time consuming and sometimes difficult due to restricted access for the tool.
  • the present invention seeks to overcome or substantially ameliorate at least some of the deficiencies of the prior art, or to at least provide an alternative.
  • the present invention provides a fence post comprising: an elongated body having at least two substantially co-extensive flanges, the body having a top end, and a lower end with a driving point, and
  • an impact receiving plate mounted to the top end.
  • the body comprises two flanges oriented at 90 degrees to each other.
  • the body comprises three flanges and has a Y-shape or T- shape cross-section.
  • the plate is adapted to receive impact blows to the upper and lower surfaces thereof.
  • At least one flange has a series of apertures along its length.
  • the body and the plate are constructed from steel and the plate is welded to tops of the flanges.
  • the body and the plate are constructed from plastic and the plate is moulded together with the flanges.
  • the apertures are spaced equally along the length of the flange.
  • At least one of the flanges has a tapered end at the lower end thereof.
  • At least one of the flanges has a flat end at the lower end thereof.
  • each flange has a respective pointed lower end.
  • the plate covers the entire top end of the fence post body. [25] In another embodiment, the plate extends past the outer edges of the top end of the fence post body.
  • the plate includes a raised or further thickened section at a portion thereof corresponding to the strongest point of the fence post cross-section.
  • the body has an L-shaped cross-section and the plate has a thickened section aligned with the junction in the cross-section.
  • the plate has a dome shape with the raised or thickened section being at a central part thereof.
  • each flange has a respective driving point at a lower end thereof.
  • the present invention also provides a formwork assembly comprising:
  • first fence post according to the above driven vertically into the ground, and a second fence post driven into the ground disposed at an angle to the first fence post, wherein the first and second fence posts respectively comprise first and second flanges oriented at 90 degrees to each other, the first and second flanges having apertures spaced along their lengths,
  • the formwork assembly further comprises a fastener extending through an aperture of the first flange of the first fence post, the fastener fastened to a forming board placed against the first flange.
  • Fig. 1 is an isometric drawing of a peg according to a preferred embodiment of the present invention.
  • FIG. 2 is a plan view of the peg of Figure 1.
  • Fig. 3 is a cross-section of an alternative embodiment of the peg of Figure 1 designed for greater strength.
  • Fig. 4 is a cross-section of another alternative embodiment of the peg of Figure 1 designed for greater safety.
  • FIG. 5 shows a peg with an alternative shaped driving end designed for greater location stability.
  • FIG. 6 shows a peg with an alternative shaped driving end designed for greater bearing stability.
  • Fig. 7 is an assembly drawing of a peg and brace peg installation.
  • Fig. 8 is a plan view of a peg according to another embodiment being a star picket having a steel plate welded to the top end thereof.
  • Fig. 9 is an isometric view of the star picket with a metal plate welded to its top end.
  • Fig. 10 shows a modified embodiment of the peg of Figure 1 having a modified cap, where (a) is an isometric view, (b) is a side view and (c) is a plan view.
  • Fig. 1 1 shows a modified embodiment of the peg of Figure 9 having a modified cap, where (a) is an isometric view, (b) is a side view of the top portion, (c) is a plan view.
  • Fig. 12 shows a modified embodiment of the peg of Figure 11 having a T-section cross- section peg, where (a) is an isometric view, (b) is a side view and (c) is a top plan view of the top section and (d) is a bottom plan view
  • Fig. 1 shows a peg 20 according to a preferred embodiment of the present invention.
  • the peg 20 comprises an elongated metal body 22 with flanges 1 at 90 degrees to each other.
  • the flanges 90 are generally elongated metal plates which are joined at a common side edge 44.
  • the body 22 is a metal plate bent along its longitudinal middle line 44.
  • the body 22 comprises holes or apertures 4 preferably equally spaced along each flange.
  • Each flange 1 has an angled edge 3 at a lower end thereof, with the edges 3 tapered towards each other to form a driving point.
  • the driving point is cut to have a preferred flat end 7 for safety.
  • a peg cap 2 being a thickened plate with chamfered and rounded edges 6 is welded 5 to the top end of the body 22 of the peg 10.
  • Figures 1 and 2 show the safety features 6 of the peg top end.
  • the hatched area 12 is painted yellow and represents a peg visibility safety feature.
  • the peg cap 2 is a generally right triangle shaped with the right-angle edges 32 thereof aligned with the respective flanges 1.
  • the plate 2 extends past the free edges of the flanges 1 , with the plate 2 being welded to the flanges 1 at the inner junctions thereof.
  • the peg cap 2 covers all of the edges of the top end of the peg 1.
  • Fig. 3 is an alternative design for the peg body cross section comprising additional short flanges 24 extending from free edges of the flanges 1.
  • the short flanges 24 extend inwardly at 90 degrees relative to their respective flange 1 and improves the overall strength of the peg 10.
  • Fig. 4 is another alternative design for the peg body cross section comprising a peg body with folded over short flanges 24 that improves the safety aspects of the peg side edges.
  • FIG. 5 shows a driving point design alternative with chamfers 3 on each side of each flange 1 at the lower ends thereof.
  • Each flange 1 has tapered respective edges 3 which forms two driving points at the lower end of the peg 20.
  • the points can be cut to have a short horizontal straight edge 7 for safety, or can have a standard sharp point.
  • Fig. 6 shows a driving point design alternative with a peg with a taper 3 at the lower end of one flange 1 , with the other flange having a straight horizontal cut edge 7.
  • the taper 3 meets the straight edge 7 at the lower point thereof.
  • the pegs shown above are preferably made from steel but can also be made from plastics.
  • This invention is a steel or plastic peg, which has inbuilt safety features and can be deployed in a range of applications, however is ideally suited to formwork construction.
  • the peg is deployed as a substitute for other pegs.
  • the thick steel plate welded to the top is designed to withstand impact loads from a hammer or dolly.
  • the plate thickness is such that it cannot deform out of plane under normal impact loads and remains in a plane perpendicular to the longitudinal axis of the peg due to the peg flange stiffness in the areas adjacent to the 90-degree bend.
  • Fig. 7 is a brace assembly showing the application of pegs 1 to formwork.
  • a first peg 1 is driven vertically into the ground in the desired location until it is firm. It is installed so that one of the peg flanges 1 is parallel in plane to the outside face of a form board 9.
  • a screw 10 is fixed, or a nail 10 hammered through a hole 4 in the peg flange 1 into the board 9 which is set at the correct height.
  • Another peg 8 is shown in its application as a brace, where the peg 1 is hammered into the ground at 45 degrees adjacent to the vertical peg 1 supporting the formboard 9.
  • the two pegs 1 are arranged so that two flanges from each peg are co-planar, so that after correcting the orientation of the vertical peg, the adjacent flanges 1 are screwed together to complete the brace.
  • the invention does not need to have a safety cap installed every time it is reused, since the top of the peg with the plate 2 has the safety feature/ protection built into it.
  • the peg cap (plate 2) is also employed as a means to remove the peg, by using a tool to impact its underside until it is loosened sufficiently to be removed by hand. This saves labour and materials and makes the peg unique and cost effective in the building industry
  • the peg is deployed as a substitute for any other peg.
  • the peg preferably has two sides, one perpendicular to the other, with each flange having equally-spaced holes or apertures along each flange the holes are used for facilitating fixing of timber or other materials in various forms to them.
  • the peg can have up to 4 sides/3 flanges. When the peg has two side flanges, the flanges are preferably at 90 degrees. When the peg has two sides flanges, the sides flanges are preferably equal in width.
  • the peg can be made from various materials, preferably steel or plastic.
  • the peg has a rounded plate welded or moulded to its top end, shaped to protect workers against cuts and abrasions and does not need a plastic safety cap to be installed after each reuse.
  • the peg may not have a plate welded to its top, rather a safety cap is fitted after installation.
  • the peg has a rounded plate welded to the top suitable and is of a minimum thickness designed to withstand impact loads from a dolly or hammer.
  • Along each flange or at least along one flange is equally-spaced holes/apertures, preferably along the length of the peg, used to facilitate board and barrier fastening.
  • the lower end of the peg has at least one flange cut to a taper to form a driving point.
  • the lower end can have two flanges each cut to a taper finishing to a point, however in its preferred form the tapers do not meet at a point, so that a flat portion, the distance between the taper ends, is left as a point.
  • the peg in its current form can be deployed as a brace, and the intersecting flanges of the peg and the brace can be fixed to each other.
  • the peg top plate can be employed in the removal of the peg by impacting the underside of the plate with a hammer.
  • Figures 8 and 9 show an alternative form of the present invention, where a star picket 11 is provided with a steel plate 12 to its top by welding 13, to provide safety aspects and increase re-use, and make it easier to remove. This however does not provide improvement in its fitment to boards and has limitations when used in bracing.
  • the pegs can be provided with an identification number stamped into any one or more of the flanges for service management.
  • Fig. 10 shows a modified peg 1 b having a modified peg cap 2. Mishit impacts can locally deform the free sides of the peg flanges under the plate. A raised/thickened portion 3 is formed onto the top plate 2 directly above the 90-degree bend of the peg flange so that the impact loads can be directed to the stronger portion of the peg 1. The strongest portion of the peg depends on the cross-sectional shape of the peg itself. In the case of an angle peg, the stronger portion of the peg is located between the shear centre and the centroid locating the raised area over the corner of the peg.
  • Fig. 1 1 shows another modified peg 1c.
  • the rounded steel plate peg cap 2 welded to the top of the star picket (Y cross-section) peg comprises a localised central raised area 3 to receive hammer blows.
  • the raised area is aligned with the strongest portion of the peg 1.
  • Fig. 12 shows another modified peg 1 d.
  • the rounded steel plate peg cap 2 welded to the top of the T cross-section peg comprises a localised central raised area 3 to receive hammer blows.
  • the raised area 3 can also offset from the center to be aligned more with the junction in the T cross-section.
  • the invention thus provides a post/picket with a top cap which can be used for striking the post/picket into the ground, and which can be used to remove the post/picket by hitting the underside of the top cap.
  • the top cap protects users by covering the previously exposed sharp top end of the post/picket.
  • the top cap further protects the top end of the post/picket which can deform from driving impacts.
  • the top cap preferably includes a raised or further thickened section at a portion thereof corresponding to the strongest point of the post/picket cross-section.
  • the fence post/picket can be used as a forming peg for concrete formwork (steel formwork) and barrier peg.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

Poteau/piquet (20) pourvu d'un chapeau supérieur (2) qui peut être utilisé pour frapper le poteau/piquet (20) dans le sol, et qui peut être utilisé pour retirer le poteau/piquet (20) en frappant la face inférieure du chapeau supérieur (2). Le chapeau supérieur (2) protège les utilisateurs en recouvrant l'extrémité supérieure acérée précédemment exposée du poteau/piquet (20). Le chapeau supérieur protège en outre l'extrémité supérieure du poteau/piquet (20) qui peut se déformer à partir d'impacts d'entraînement. Le chapeau supérieur (2) comprend de préférence une section surélevée ou encore plus épaisse (3) au niveau d'une partie de celui-ci correspondant au point le plus fort de la section transversale de poteau/piquet. Le poteau/piquet de clôture peut être utilisé en tant que cheville de formage pour coffrage en béton (coffrage en acier) et cheville de barrière.
PCT/AU2018/000049 2017-04-11 2018-04-10 Poteau de clôture WO2018187827A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2019101384A AU2019101384A4 (en) 2017-04-11 2019-11-11 Fence post

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
AU2017901319 2017-04-11
AU2017901319A AU2017901319A0 (en) 2017-04-11 Steel peg for Formwork for concrete slabs and Barrier fencing
AU2017901756A AU2017901756A0 (en) 2017-05-11 Steel peg as per description in Provisional application No 2017901319
AU2017901756 2017-05-11
AU2017903453 2017-08-27
AU2017903453A AU2017903453A0 (en) 2017-08-27 Improvements in steel formwork peg

Related Child Applications (1)

Application Number Title Priority Date Filing Date
AU2019101384A Division AU2019101384A4 (en) 2017-04-11 2019-11-11 Fence post

Publications (1)

Publication Number Publication Date
WO2018187827A1 true WO2018187827A1 (fr) 2018-10-18

Family

ID=63792123

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/AU2018/000049 WO2018187827A1 (fr) 2017-04-11 2018-04-10 Poteau de clôture

Country Status (1)

Country Link
WO (1) WO2018187827A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2618534A (en) * 2022-05-06 2023-11-15 First Fence Ltd Palisade fence post

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU661649B3 (en) * 1994-10-13 1995-07-27 Gerry Targett Metal formwork peg
US20060070313A1 (en) * 2004-10-02 2006-04-06 Moblo Glenn R Self-leveling form stake
AU2010214644A1 (en) * 2009-08-25 2011-03-17 Robert Stephen Davis Post

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU661649B3 (en) * 1994-10-13 1995-07-27 Gerry Targett Metal formwork peg
US20060070313A1 (en) * 2004-10-02 2006-04-06 Moblo Glenn R Self-leveling form stake
AU2010214644A1 (en) * 2009-08-25 2011-03-17 Robert Stephen Davis Post

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2618534A (en) * 2022-05-06 2023-11-15 First Fence Ltd Palisade fence post

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