AU2013200085B2 - Spacer and bar support - Google Patents

Spacer and bar support Download PDF

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Publication number
AU2013200085B2
AU2013200085B2 AU2013200085A AU2013200085A AU2013200085B2 AU 2013200085 B2 AU2013200085 B2 AU 2013200085B2 AU 2013200085 A AU2013200085 A AU 2013200085A AU 2013200085 A AU2013200085 A AU 2013200085A AU 2013200085 B2 AU2013200085 B2 AU 2013200085B2
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Australia
Prior art keywords
spacer
pods
pod
arms
waffle
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AU2013200085A
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AU2013200085A1 (en
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Alex De Muelenaere
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AMARULA Pty Ltd
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AMARULA Pty Ltd
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Priority claimed from AU2012900082A external-priority patent/AU2012900082A0/en
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Publication of AU2013200085A1 publication Critical patent/AU2013200085A1/en
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Publication of AU2013200085B2 publication Critical patent/AU2013200085B2/en
Priority to AU2016200822A priority patent/AU2016200822B2/en
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Abstract

A formwork layout 10 comprises an outer form 11 cut away to effectively illustrate a corner of a floor prior to concrete being poured. There are five polystyrene pods 12 shown in full and five shown in part. There are seventeen dual purpose pod spacers 13 shown in operative position either in the outer trench 14 or at positions 15 or 16 spacing waffle pods 12 from each other. When used at position 17 in the outer trench the waffle pod spacer serves to space the outer ones of the polystyrene blocks from the outer form 11. In the case of occupying the position 16 reinforcing bars 18 intersect and are supported by the spacer 13 and as can also be seen in the outer trench reinforcing bars 19 are supported by the same spacer located in the operative position at 17 along the trench. The spacer is cross shaped or cruciform having radiating arms 35, 36, 37 and 38 comprising parallel spaced walls 39, 40, 41, 42, 43, 44, 45 and 46. The walls are braced by diagonal braces 47, 48, 49, 50, 51, 52, 53 and 54. All the braces and the body 20 have strengthening ribs. The tapered walls 30, 31, 32 and 33 are tapered to provide a lead-in guide for the reinforcing bars 18 to automatically locate them in position. Thus any centrally positioned bar will automatically be located in position by reason of this lead-in. The walls of the arms 39 through 46 have lead-ins formed by tapered cut out sections 55 through 62 and each pair of these such as 55 and 56 automatically align the outer one to the bars 19 in operative position while the bar 19 will be automatically positioned atop the centre point 34 and again be automatically aligned in that position as well. The spacer at each of the arms 35, 36, 37 and 38 includes an outer flange being an abutment flange 63 for the situation where the spacer is utilised in the outer trench 14. -12- - -12 -12 -- -12 .00,-

Description

1 SPACER AND BAR SUPPORT TECHNICAL FIELD [0001] THIS INVENTION relates to a spacer suitable for but not limited to positioning waffle pods in concrete flooring and at the same time positioning reinforcing steel. It is known to provide spaced polystyrene blocks in a grid formation as lost formwork in concrete flooring. These polystyrene blocks are commonly known as "waffle pods" because they are hollow with a "waffle" like internal bracing. It will be appreciated that the expression "waffle pod" or "pod" in this specification refers to any body or block made from any suitable material. BACKGROUND [0002] A basic rectangular floor is made using a peripheral formwork used to define an outer periphery of the floor. Pods are then placed inside the formwork at a defined distance from the peripheral formwork to form an outer trench between the pods and the form. Further pods are then placed in a grid in fixed spaced relation to each other, effectively so that gaps of defined depth and width are formed around the grid of spaced of pods. The outer formwork is generally deeper than the pod depth so that as concrete is poured it extends around into the gaps between the pods but also covers the pods. Thus concrete is poured over and around the pods, flows in to the spaces between the pods and in to the outer trench. The flooring is usually reinforced using a single bar between the pods crossing at the intersection of the gaps between the pods and three or more parallel spaced bars are used in the outer trench. Sheets of mesh are also applied over the top of the pods.
2 [0003] It is also well known to use cross shaped plastic spacers at the intersection of the gaps between the pods. These spacers also support the reinforcing bars that run in the gaps. It is also known to use long narrow chairs which space and extend across the outer trench at spaced intervals to support the bars in the outer trench. [0004] The cross shaped spacer and the trench chair referred to above represent a solution to pod placement and steel reinforcement that has been used for many years. Therefore the present invention falls within a mature art, and consequently according to the applicant, there was no real problem extant at the priority date of the present application in need of solution. This means the inventor was the first to recognise the need for the present invention as an alternative to what went before. Therefore, the present invention is not considered deterministic in any way but rather originating with the inventor both in terms of recognition of a need, and the inventor's provision there for, rather than to any notional problem as may be perceived ex-post facto during patent examination. SUMMARY OF INVENTION [0005] While the above solution is effective, building and construction has economic considerations where it is always desirable to provide simplification of processes and reduction in inventory so that the setting up of a form and reinforcing is made easier and more economical. The present spacers as described above require a particular knowledge of each of their uses and how they are to be positioned and it would be desirable to provide a spacer that may eliminate one of the existing spacers and also be easier to use. With this in mind the present invention does not solve any particular problem associated with the products used in the past, as these work quite well, but 3 rather provides an alternative direction of product development both in use and concept and has three independent aspects: 1. The first aspect is a dual purpose spacer that may be used at the intersection of the gaps between the pods and also in the outer trench, thus reducing inventory and also the need for two separate spacers; 2. A new spacer of the cross shaped type which may be used anywhere; and 3. A new trench support for the trench bars. [0006] These independent aspects clearly have a potential working inter-relationship in terms of the application to pod spacing in a floor being a new combination brought about by the elimination of the trench chair from the inventory. Of course while the embodiment described herein refers to use in relation to pod spacing, the spacer may have other uses so it is understood that it is not limited to this application. In one broad preferred form therefore, there is provided a method for positioning reinforcing steel about waffle pods prior to pouring concrete about the pods, the method comprising, in no particular order, the steps of: * Providing a dual purpose waffle pod spacer being adapted to support reinforcing steel in at least a first configuration and in a second configuration; " and formwork comprising an outer form and a grid of spaced waffle pods; 4 " simultaneously or subsequently as part of the placement of the waffle pods as a grid, placing the dual purpose waffle pod spacers at intersections between four adjacent pods to hold them in predetermined position by reason of the dimensions and construction of the spacer; " simultaneously or subsequently as part of the placement of the waffle pods as a grid locating dual purpose waffle pod spacers in an outer trench between outer ones of the waffle pods and the outer form at least one of the spacers being located in pod spacing relation along an outermost side and wholly outside of an outermost one of the waffle pods; " placing reinforcement bars on top of the dual purpose waffle pod spacers in the first configuration between the pods and in the second configuration in the outer trench; and " Pouring the concrete. [0007] In another aspect there is provided a flooring of material laid while wet and allowed to harden comprising a matrix of waffle pods held in fixed spaced relationship by dual purpose spacers supporting reinforcing steel located between and around outermost pods. [0008] Preferably, the dual purpose pod spacer is cross shaped and reversible meaning that it does not have a right side up, this means the user does not have to worry about orientation. Preferably, the overall length of the pod and spacer for in-trench use caters for two trench widths in each of two possible orientations of the spacer, thus its length in one direction is slightly longer than in the other direction. This 5 variation in use is accomplished via a 900 rotation about a vertical axis in the case of a cross shaped spacer. The spacer at each end includes an abutment for the situation where the spacer is utilised in outer trench. [0009] Preferably, there is provided a spacer, typically a pod spacer which is formed with a central body portion with radiating arms. In the case of a cross shaped spacer there are four arms radiating at right angles with opposite arms sharing a common axial line. In one preferred form, the central body has an arcuate surface defining a main wall supporting the arms. Typically, each arm having diagonal bracing depending from the central body portion. Typically, the central body portion is a hollow central body portion around central cross bracing. Preferably, the central body has a generally roundish wall in plan which is more preferably generally circular or a polygon. Preferably, each arm has parallel axially extending spaced walls. Typically, the parallel axially extending spaced walls are braced. Preferably, each wall of each arm has a bracing. The bracing of each wall of each arm is preferably a triangular brace depending from the wall of the central body portion. The triangular braces typically all occupy a substantially common horizontal plane throughout the pod spacer. In the case of a cross shaped spacer there are typically eight triangular braces of this kind. The spacer at each of the arms includes an outer flange or other abutment for the situation where the spacer is utilised in the outer trench. The flange in this embodiment is set at right angles to the axial line of the arms. [0010] Preferably, the wall of the central body is cross braced. The cross brace is preferably in the form of a cross shaped wall axially and radially extending and set diagonally across the line of the axial line of the arms.
6 [0011] The pod spacer preferably includes bar lead-in guides to bias a reinforcing bar to a predetermined position seated atop the spacer. The lead-in guides are typically tapered lead-ins formed in the walls of the pod spacer. Preferably, the lead-ins are provided in the cross brace walls and in each of the walls of each of the arms. Preferably, each brace has at least one strengthening rib. Preferably each triangular brace has at least one horizontally extending strengthening rib. BRIEF DESCRIPTION OF THE DRAWINGS [0012] In order that the present invention may be more readily understood and be put into practical effect reference will now be made to the accompanying drawings and wherein: Figure 1 is a schematic drawing illustrating a flooring formwork and pod layout with spacers in place and bars shown in phantom and in cut away for clarity purposes; Figure 2 is a plan view of a typical spacer; Figure 3 is a side view of the spacer of Figure 2; Figure 4 is the same view as Figure 2 but showing four pod corners and the spacer and steel in place; Figure 5 is the same view as Figure 3 but showing the spacer in place in the outer trench; Figures 6 and 7 are perspective views from above and below respectively demonstrating that the spacer is symmetrical about a central plane and is reversible.
7 DESCRIPTION OF EMBODIMENTS [0013] Referring to the drawings and initially to Figure 1 there is a schematic drawing showing a formwork layout 10 comprising an outer form 11 cut away to effectively illustrate a corner of a flooring prior to concrete being poured. There are five polystyrene pods 12 shown in full and five shown in part. There are seventeen dual purpose pod spacers 13 shown in operative position either in the outer trench 14 or at positions 15 or 16 spacing waffle pods 12 from each other. When used at position 17 in the outer trench the waffle pod spacer serves to space the outer ones of the polystyrene blocks from the outer form 11. [0014] In the case of occupying the position 16 reinforcing bars 18 intersect and are supported by the spacer 13 and as can also be seen in the outer trench reinforcing bars 19 are supported by the same spacer located in the operative position at 17 along the trench. [0015] It can also be seen that when in the operative position 15 also in the trench that the spacer alignment and dimension is so chosen and arranged that two of the bars 19 are supported by this pod spacer as well. This specific support of reinforced steel will be more clearly illustrated in relation to Figures 4 and 5 to be described below. However, first referring to Figures 2 and 3 it is also useful at this stage to also refer to Figures 6 or 7 in terms of the three dimensional aspects of the various bar lead-ins. Spacer 13 may be made from any material, fabricated or moulded but is preferably moulded in a suitable plastic and comprises a generally circular body or frame which in this case is a polygon approximating a circle in plan view. It has four narrow sections 21, 22, 23 and 24 and four enlargements 25, 26, 27 and 28. These enlargements are braced by cross bracing walls 30, 31, 32 and 33 which narrow to a central point at 34.
8 [0016] The spacer is cross shaped or cruciform having radiating arms 35, 36, 37 and 38 comprising parallel spaced walls 39, 40, 41, 42, 43, 44, 45 and 46. The walls are braced by diagonal braces 47, 48, 49, 50, 51, 52, 53 and 54. All the braces and the body 20 have strengthening ribs. [0017] The tapered walls 30, 31, 32 and 33 are tapered to provide a lead-in guide for the reinforcing bars 18 to automatically locate them in position. Thus any centrally positioned bar will automatically be located in position by reason of this lead-in. The walls of the arms 39 through 46 have lead-ins formed by tapered cut out sections 55 through 62 and each pair of these such as 55 and 56 automatically align the outer one to the bars 19 in operative position while the bar 19 will be automatically positioned atop the centre point 34 and again be automatically aligned in that position as well. As can be seen in Figure 6 the spacer at each of the arms 35, 36, 37 and 38 includes an outer flange being an abutment flange 63 for the situation where the spacer is utilised in the outer trench 14. [0018] In this regard in Figure 2 the dimensions X and the dimensions Z are slightly different so that the spacer may be utilised in trenches of slightly different width. The lead-ins or locators for the reinforcing steel have a lower platform section at 64 and in the centre 34 at 65 and this may be made slightly wider than the actual steel so that there is provision for some tolerance in terms of the variation in steel diameter or steel spacing width depending on the circumstances. For example, if the outer bars are already welded together in fixed spaced relationship by a bridging connector as illustrated in Figure 5 then this variation may be taken into account by making the platform 64 slightly wider.
9 [0019] Referring now to Figures 4 and 5, the pod spacer 13 is shown in close up in its operative position with views similar to Figures 2 and 3 respectively and single bars 18 are shown in operative position these simply cross over at the intersection as shown at 34 while the arms 35 through 38 hold the polystyrene blocks 12 in operative position and against movement. In Figure 5 the outer blocks 12 are positioned relative to the form 11 and bars 19 automatically located in position as shown. In this case the bars 19 are welded in fixed spaced relationship by a connecting wire 66. These connecting wires are located at spaced intervals along the set of bars 19. As can be seen the spacer is disposed against the timber form 11 and against the waffle pod 12 and even though the small spacer is illustrated in Figure 5, the main purpose of the spacer is to limit any undesirable movement of the block 12 as concrete is being poured and finished. There would be some limited movement of the block 12 within limitations as imposed by use of the spacer 13 in the trench. [0020] Whilst the above has been given by way of illustrative example many variations and modifications will be apparent to those skilled in the art without departing from the broad ambit and scope of the invention as set out in the appended claims. In particular expressions such as "comprised", "comprising", "including:, and the like expressions as used in the claims and in the description are used in the non-exhaustive sense, for example in claim 1 although a step of placing mesh above the pods is not mentioned, it would be usual to do so, so adding extra steps to those claimed would not take the method outside the claim. Similarly for the apparatus claims adding extra features to the claimed features would not take the apparatus outside the claims.

Claims (20)

1. A method for positioning reinforcing steel about waffle pods prior to pouring concrete about the pods, the method comprising, in no particular order, the steps of: * Providing cross shaped waffle pod spacers being adapted to support reinforcing steel in at least a first configuration and in a second configuration; " and formwork comprising an outer form and a grid of spaced waffle pods inside the formwork; " simultaneously or subsequently as part of the placement of the waffle pods as a grid, placing the cross shaped waffle pod spacers at intersections between four adjacent pods to hold them in predetermined position by reason of the dimensions and construction of the spacer; " simultaneously or subsequently as part of the placement of the waffle pods as a grid, locating cross shaped waffle pod spacers in an outer trench between outer ones of the waffle pods and the outer form, at least one of the spacers being located in pod spacing relation along an outermost side and wholly outside of an outermost one of the waffle pods; " placing reinforcement bars on top of the waffle pod spacers, in the first configuration between the pods and in the second configuration in the outer trench; and 11 * Pouring the concrete.
2. A flooring of material laid while wet and allowed to harden comprising a matrix of waffle pods under the flooring, the matrix including outer peripheral pods and inner pods, the outer peripheral pods each having an outer side extending between opposite ends thereof and the pods being held in fixed spaced relationship by interchangeable spacers supporting reinforcing steel located between the inner pods and outside the outer peripheral pods, at least one of the spacers being located along the outer side of an outer peripheral pod and intermediate the ends thereof.
3. The invention according to claim 1 or claim 2 wherein the pod spacer is a cross shaped spacer and is reversible meaning that it does not have a right side up, this means the user does not have to worry about orientation.
4. The invention according to any one of the preceding claims wherein each pod spacer is cross shaped and the overall length of the pod spacer for in-trench use outside the pods caters for two trench widths in each of two possible orientations of the spacer, thus its length in one direction corresponds to one orientation and is slightly longer than in the other direction corresponding to the other orientation.
5. The invention according to any one of the preceding claims wherein the pod spacer is cross shaped and is formed with a central body portion with four radially extending arms, with opposite arms sharing a common axial line, the central body having an arcuate surface defining a main wall supporting the arms.
6. The invention according to any one of claims 1 to 4 wherein the pod spacer is cross shaped and is formed with a central body portion with four radially extending 12 arms, with opposite arms sharing a common axial line, the central body having an arcuate surface defining a main wall supporting the arms, each arm having parallel axially extending spaced walls.
7. The invention according to any one of the preceding claims wherein the pod spacer is cross shaped and is formed with a central body portion with four radially extending arms, each arm having diagonal bracing depending from the central body portion.
8. The invention according to any one of the preceding claims wherein the pod spacer is cross shaped and is formed with a hollow central body portion around central cross bracing.
9. The invention according to any one of the preceding claims wherein the pod spacer includes bar lead-in guides to bias a reinforcing bar to a predetermined position seated atop the spacer.
10. The invention according to any one of claims 1 to 8 wherein the pod spacer includes bar lead-in guides to bias a reinforcing bar to a predetermined position seated atop the spacer, lead-in guides comprising tapered lead-ins formed in walls of the pod spacer.
11. A pod spacer for spacing pods in concrete, the pods being arranged in a matrix the matrix including outer peripheral pods and inner pods, the outer peripheral pods each having an outer side extending between opposite ends thereof, the spacer having a central body portion with radially extending arms, the central body having an arcuate surface defining a main wall supporting the arms, the spacer being adapted to support 13 reinforcing steel in at least a first configuration and in a second configuration, in the first configuration between the pods and in the second configuration in an outer trench around and along the outer sides of the outer peripheral pods.
12. A pod spacer according to claim 11 wherein the pod spacer is cross shaped with four radially extending arms, with opposite arms sharing a common axial line, the central body having an arcuate surface defining a roundish main wall supporting the arms, each arm having parallel axially extending spaced walls.
13. A pod spacer according to claim 11 or claim 12, wherein each arm has diagonal bracing depending from the central body portion.
14. A pod spacer according to any one of claims 11 to 13 wherein the central body portion comprises a hollow central body portion around central cross bracing.
15. A pod spacer according to any one of claims 11 to 14 wherein the pod spacer includes bar lead-in guides to bias a reinforcing bar to a predetermined position seated atop the spacer.
16. A pod spacer according to any one of claims 11 to 14 wherein the pod spacer includes bar lead-in guides to bias a reinforcing bar to a predetermined position seated atop the spacer, the lead-in guides comprising tapered lead-ins formed in walls of the pod spacer.
17. A pod spacer according to any one of claims 11- 16 wherein the arms include an abutment at the ends of the arms. 14
18. A pod spacer according to any one of claims 11- 16 wherein the arms include an abutment flange at the ends of the arms.
19. A spacer substantially as described with reference to the accompanying drawings.
20. A method of spacing waffle pods substantially as described with reference to Figure 1 of the accompanying drawings. DATED this 10th day of January 2013. AMARULA PTY LTD By their Patent Attorneys INTELLEPRO
AU2013200085A 2012-01-10 2013-01-08 Spacer and bar support Active AU2013200085B2 (en)

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AU2013200085A AU2013200085B2 (en) 2012-01-10 2013-01-08 Spacer and bar support
AU2016200822A AU2016200822B2 (en) 2012-01-10 2016-02-09 Improvements in or in relation to spacers for use in concrete

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AU2012900082 2012-01-10
AU2012900082A AU2012900082A0 (en) 2012-01-10 Spacer and bar support
AU2013200085A AU2013200085B2 (en) 2012-01-10 2013-01-08 Spacer and bar support

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AU2016200822A Division AU2016200822B2 (en) 2012-01-10 2016-02-09 Improvements in or in relation to spacers for use in concrete

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AU2013200085A1 AU2013200085A1 (en) 2013-07-25
AU2013200085B2 true AU2013200085B2 (en) 2015-11-26

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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2018206763B2 (en) 2018-04-08 2020-06-25 Aus Chairs Pty Ltd Reinforcing Spacer
AU201814287S (en) 2018-07-18 2018-08-28 Aus Chairs Pty Ltd Reinforcing spacer
USD970329S1 (en) 2019-11-07 2022-11-22 Aus Chairs Pty Ltd Reinforcing spacer

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU1004099A (en) * 1998-01-06 1999-07-29 Nicola Leonardis Improvements relating to foundations or footings, suspended floors or ceilings
AU2004202984A1 (en) * 2003-06-30 2005-01-20 Illinois Tool Works Inc. Spacer for concrete form work and reinforcing
AU2010235934A1 (en) * 2009-10-28 2011-05-12 Ian Reginald Beaumont Support element for a reinforcing rod

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU1004099A (en) * 1998-01-06 1999-07-29 Nicola Leonardis Improvements relating to foundations or footings, suspended floors or ceilings
AU2004202984A1 (en) * 2003-06-30 2005-01-20 Illinois Tool Works Inc. Spacer for concrete form work and reinforcing
AU2010235934A1 (en) * 2009-10-28 2011-05-12 Ian Reginald Beaumont Support element for a reinforcing rod

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