AU2011205070A1 - Mesh - Google Patents

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Publication number
AU2011205070A1
AU2011205070A1 AU2011205070A AU2011205070A AU2011205070A1 AU 2011205070 A1 AU2011205070 A1 AU 2011205070A1 AU 2011205070 A AU2011205070 A AU 2011205070A AU 2011205070 A AU2011205070 A AU 2011205070A AU 2011205070 A1 AU2011205070 A1 AU 2011205070A1
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AU
Australia
Prior art keywords
bars
panel
mesh
edge portion
plane
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.)
Granted
Application number
AU2011205070A
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AU2011205070B2 (en
Inventor
Ross Bourke
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.)
Australian Steel Company Operations Pty Ltd
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Australian Steel Company Operations Pty Ltd
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Filing date
Publication date
Priority claimed from AU2010903386A external-priority patent/AU2010903386A0/en
Application filed by Australian Steel Company Operations Pty Ltd filed Critical Australian Steel Company Operations Pty Ltd
Priority to AU2011205070A priority Critical patent/AU2011205070B2/en
Publication of AU2011205070A1 publication Critical patent/AU2011205070A1/en
Application granted granted Critical
Publication of AU2011205070B2 publication Critical patent/AU2011205070B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

Abstract A mesh panel (10) to be used in concrete. The mesh panel (10) includes a first set of bars that are generally parallel and transversely spaced, and a second set of bars of a 5 generally parallel transversely spaced and secured to the first set of bars (1l) so as to be generally perpendicular thereto, as well as a third set of bars, the third set of bars are generally parallel, transversely spaced, parallel to the bars (12) and again secured to the bars (11). The bars (12) are located in a plane (14) that is spaced from a plane (15) within which the bars (13) are located. iN KY~j

Description

S&F Ref: P006621 AUSTRALIA PATENTS ACT 1990 COMPLETE SPECIFICATION FOR A STANDARD PATENT Name and Address The Australian Steel Company (Operations) Pty Ltd, of Applicant: an Australian company, ACN 069 426 955, of Level 40, 259 George Street, Sydney, New South Wales, 2000, Australia Actual Inventor(s): Ross Bourke Address for Service: Spruson & Ferguson St Martins Tower Level 35 31 Market Street Sydney NSW 2000 (CCN 3710000177) Invention Title: Mesh Associated Provisional Application Details: [33] Country: [31] Appl'n No(s): [32] Application Date: AU 2010903386 28 Jul 2010 The following statement is a full description of this invention, including the best method of performing it known to me/us: 5845c(5480607_1) 1 MESH Technical Field The present invention relates to mesh and more particularly but not exclusively to mesh employed in the formation of concrete structures including concrete slabs. 5 Background of the Invention Typically the formation of concrete structures, such as slabs, will involve the formation of concrete beams and/or concrete columns. The formwork provides cavities within which the beams and columns are formed. The abovementioned cavities are a hazard since they are essentially voids into 10 which a worker may fall or stumble. This hazard is exacerbated by the fact that typically the reinforcing bars and/or mesh have sharp edges and sharp points against which the worker may fall. The abovementioned use of mesh and reinforcing bars has a further disadvantage in that during pouring of the concrete, the voids are often hidden by the freshly poured is concrete. This problem is exacerbated by the fact that, during pouring of the concrete, it is not unusual for the workers to move backward over the mesh. Object of the Invention It is the object of the present invention to overcome or substantially ameliorate at least one of the above disadvantages. 20 Summary of the Invention There is disclosed herein a mesh panel including: a first set of bars, the bars of the first set being generally parallel and transversely spaced, a second set of bars, the bars of the second set being generally parallel, transversely spaced and generally perpendicular to the first set of bars, the second set of 25 bars being generally located in a plane; a third set of bars, the third set of bars being generally parallel to and spaced from the second set of bars, the third set of bars being located in a second plane, the second plane being spaced from the first plane. Preferably, the second plane is parallel to the first plane.
2 Preferably, said third set of bars includes at least two bars, the bars of said third set being generally parallel and transversely spaced. Preferably, the first set of bars are secured to the second set of bars and third set of bars. 5 Preferably, inclined portions of the first set of bars joined to the second set of bars and third set of bars. Preferably, said third set of bars includes at least one bar. Preferably, said third set of bars includes two bars. Preferably, said mesh has an edge portion, said edge portion including an end bar to of said second set of bars, and at least one bar of said third set. Preferably, said edge portion includes at least two bars of said second set, said at least two bars including an end bar. Preferably, said edge portion includes at least two bars of said third set. Preferably, the bars of said second set include a first pair of bars and a second is pair of bars, the bars of said third set being located between the first and second pairs of bars, with the bars of said first pair and the bars of said second pair being located transversely closer together than other bars of said second set. Preferably, said first pair of bars includes an end bar of said second set. There is further disclosed herein a first mesh panel and a second mesh panel, the 20 first and second mesh panels being as described above, and wherein the edge portion of the first set is nested in the edge portion of the second set. Brief Description of the Drawings A preferred form of the present invention will now be described by way of example with reference to the accompanying drawings wherein: 25 Figure 1 is a schematic end elevation of an edge portion of a sheet of mesh; Figure 2 is a schematic top end view of a sheet of mesh having the edge portion of Figure 1; Figure 3 is a schematic end elevation of a pair of mesh panels, each of the mesh panels having an edge portion as shown in Figure 1; 30 Figure 4 is a schematic top plan view of the mesh panels of Figure 3; and Figures 5 to 8 are schematic end elevations of a modification of the mesh panel as shown in Figure 3.
3 Detailed Description of the Preferred Embodiments In the accompanying drawings, there is schematically depicted a mesh panel 10. Preferably, the mesh panel 10 is a panel of mesh to be used in concrete. The mesh panel 10 includes a first set of bars 11, the bars I are generally parallel and transversely 5 spaced. The panel 10 includes a second set of bars 12, the bars 12 are generally parallel and transversely spaced. The panel 10 includes a third set of bars 13. The bars 13 are generally parallel and transversely spaced, as well as being generally parallel but spaced from the bars 12. 10 The bars 12 are located in a first plane 14, while the bars 13 are located in a second plane 15. The plane 15 is spaced from the plane 14, and is generally parallel thereto. The bars 11 are fixed to the bars 12 and 13, preferably by welding. Preferably, each of the bars I I has an inclined portion 16, so the bars 13 are is spaced from the bars 12 in a direction generally transverse of the bars 12. Preferably, the panel 10 includes a panel edge portion 17, the panel edge portion includes the bars 13 and inclined portions 16, as well as adjacent bars 12(A). In the above described preferred embodiment, the bars 12(A) are located closer together than the remaining bars 12 of the panel 10. 20 The edge portion 17 provides an area that is stiffer and therefore provides an area better suited to provide a mesh area that can be walked upon, such as a mesh area covering a void in the formwork. Two panels 10 can be arranged as shown in Figures 3 and 4, that is with the edge portions 17 nested. By nesting the edge portion 17, a still stiffer area is provided, thereby 25 providing a "walkway" that workers may use. In the above described preferred embodiment the bars 12(A) and 13 coloured to identify the area to be walked upon. In the embodiment of Figure 6, there is further provided bars 17 that are secured to the inclined portions 16 that are spaced from both the planes 14 and 15. 30 In the embodiment of Figure 8, bars 18 are provided that are again secured to the inclined portions 16 so as to be spaced from the planes 14 and 15.
4 As can be best seen in Figures 5 to 8, there is a variety of bars 13, ranging from a single bar 13 to a series of three bards 13. The above described preferred embodiment provides a number of advantages. These advantages include providing in the mesh a more rigid area that is firmer 5 under a worker's feet when they are crossing the mesh. A still further advantage is that due to the improved rigidity of the mesh, it can be used to cover voids in the formwork and therefore provide an area across which a worker may safely traverse a void in the formwork. A still further advantage of the above described preferred embodiment, is having the edge portion 17 brightly coloured to thereby identify and encourage workers to 10 use the designated walkway. In particular this enables supervising staff to ensure that these walkways are employed.

Claims (13)

1. A mesh panel including: a first set of bars, the bars of the first set being generally parallel and transversely spaced, a second set of bars, the bars of the second set being generally parallel, 5 transversely spaced and generally perpendicular to the first set of bars, the second set of bars being generally located in a plane; a third set of bars, the third set of bars being generally parallel to and spaced from the second set of bars, the third set of bars being located in a second plane, the second plane being spaced from the first plane. 10
2. The panel of claim 1, wherein the second plane is parallel to the first plane.
3. The panel of claim 1 or 2, wherein said third set of bars includes at least two bars, the bars of said third set being generally parallel and transversely spaced.
4. The panel of claim 1, 2 or 3, wherein the first set of bars are secured to is the second set of bars and third set of bars.
5. The panel of any one of claims I to 4, wherein inclined portions of the first set of bars joined to the second set of bars and third set of bars.
6. The panel of any one of claims I to 5, wherein said third set of bars includes at least one bar. 20
7. The panel of any one of claims I to 6, wherein said third set of bars includes two bars.
8. The panel of any one of claims I to 7, wherein said mesh has an edge portion, said edge portion including an end bar of said second set of bars, and at least one bar of said third set. 25
9. The panel of any one of claims 1 to 8, wherein said edge portion includes at least two bars of said second set, said at least two bars including an end bar. 6
10. The panel of any one of claims I to 9, wherein said edge portion includes at least two bars of said third set.
I1. The panel of any one of claims 1 to 10, wherein the bars of said second set include a first pair of bars and a second pair of bars, the bars of said third set being 5 located between the first and second pairs of bars, with the bars of said first pair and the bars of said second pair being located transversely closer together than other bars of said second set.
12. The panel of any one of claims I to 11, wherein said first pair of bars includes an end bar of said second set. 10
13. In combination, a first mesh panel and a second mesh panel, the first and second mesh panels being a panel according to any one of claims I to 12, and wherein the edge portion of the first set is nested in the edge portion of the second set. Dated 28 July, 2011 The Australian Steel Company (Operations) Pty Ltd is Patent Attorneys for the Applicant/Nominated Person SPRUSON & FERGUSON
AU2011205070A 2010-07-28 2011-07-28 Mesh Active AU2011205070B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2011205070A AU2011205070B2 (en) 2010-07-28 2011-07-28 Mesh

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AU2010903386 2010-07-28
AU2010903386A AU2010903386A0 (en) 2010-07-28 Mesh
AU2011205070A AU2011205070B2 (en) 2010-07-28 2011-07-28 Mesh

Publications (2)

Publication Number Publication Date
AU2011205070A1 true AU2011205070A1 (en) 2012-02-16
AU2011205070B2 AU2011205070B2 (en) 2015-12-10

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Family Applications (1)

Application Number Title Priority Date Filing Date
AU2011205070A Active AU2011205070B2 (en) 2010-07-28 2011-07-28 Mesh

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AU (1) AU2011205070B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2013202519A1 (en) * 2012-11-29 2014-10-23 The Australian Steel Company (Operations) Pty Ltd Mesh

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2013202519A1 (en) * 2012-11-29 2014-10-23 The Australian Steel Company (Operations) Pty Ltd Mesh
AU2013202519B2 (en) * 2012-11-29 2016-01-14 The Australian Steel Company (Operations) Pty Ltd Mesh

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Publication number Publication date
AU2011205070B2 (en) 2015-12-10

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NB Applications allowed - extensions of time section 223(2)

Free format text: THE TIME IN WHICH TO COMPLY WITH A DIRECTION UNDER REG 3.2A HAS BEEN EXTENDED TO 02 DEC 2011.

FGA Letters patent sealed or granted (standard patent)