AU2003252793B2 - Retaining system - Google Patents

Retaining system Download PDF

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Publication number
AU2003252793B2
AU2003252793B2 AU2003252793A AU2003252793A AU2003252793B2 AU 2003252793 B2 AU2003252793 B2 AU 2003252793B2 AU 2003252793 A AU2003252793 A AU 2003252793A AU 2003252793 A AU2003252793 A AU 2003252793A AU 2003252793 B2 AU2003252793 B2 AU 2003252793B2
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AU
Australia
Prior art keywords
retaining
coupler
section
couplers
sections
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Ceased
Application number
AU2003252793A
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AU2003252793A1 (en
Inventor
Shane Bender
Michael Benic
Greg Cox
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Individual
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Individual
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Filing date
Publication date
Priority claimed from AU2002952180A external-priority patent/AU2002952180A0/en
Application filed by Individual filed Critical Individual
Priority to AU2003252793A priority Critical patent/AU2003252793B2/en
Publication of AU2003252793A1 publication Critical patent/AU2003252793A1/en
Application granted granted Critical
Publication of AU2003252793B2 publication Critical patent/AU2003252793B2/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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Description

AUSTRALIA Patents Act 1990 COMPLETE SPECIFICATION STANDARD PATENT Applicant(s): GREG COX, SHANE BENDER and MICHAEL BENIC Invention Title: RETAINING SYSTEM The following statement is a full description of this invention, including the best method of performing it known to Us: -2 RETAINING SYSTEM The present invention relates to a system for retaining solid fill in a plastic state. The invention particularly relates to concrete formwork, although other possible 5 uses of the invention are foreseen such as garden or sandpit edging, or any form of earth retaining wall. Presently, retaining walls to retain concrete and other types of solid fill which may be initially or permanently in a fluid state are typically made from timber boards of 10 various sizes. When used for earth retaining walls, garden or footpath edging, the timber remains in position for long periods of time. When used for concrete formwork, the timber is nailed together in the required configuration and disassembled when the concrete has set. 15 There are a number of problems associated with the use of timber in the above applications, both due to the nature of the material and the means of assembling the timber into the required structure. In general, the assembly of the retaining structure is lengthy and labour intensive. This is particularly the case when timber is used to construct concrete formwork when more complex concrete structures are required, such 20 as steps for drop edges. In the case of concrete formwork, the life span of the timber used is shortened by the build up of concrete adhering to the surface, splits in the timber, and the many holes that appear due to the use of nails to secure the timber boards. In the case of 25 garden edging, or any similar use of timber in which the timber remains in position, the timber rots over longer periods of time. Timber has the additional problem of storage in that it must be kept inside or covered to prevent it from rotting and warping. In the case of garden or footpath edging, timber also cannot readily be used to 30 create curved edging. The use of plastics to produce concrete formwork has been proposed to address some of the above mentioned problems associated with the use of timber, for instance in EP 0353637A, US 6117521A and US 5632923A. However, the use of plastics has, to 35 date, not been commercialised, and the use of timber is still widespread. Problems associated with the use of plastics include finding an economic, convenient and easy to use means of connecting plastics boards to each other, which is also versatile enough to 50773 .doc -3 be useable to create more complex structures such as steps for drop edges. For instance, the system of US 5632923 requires a number of different connectors which are complicated to assemble. Furthermore, the connectors require holes which are predrilled in the face of the plastics boards, and it is necessary to fill unused holes 5 before the concrete is poured to prevent concrete from spilling through the holes. Furthermore, the system of US 5632923 can only be used to construct planar retaining walls, and not step structures, or curved structures. According to the present invention, a retaining system includes: 10 a retaining section; a coupler for releasably coupling to the retaining section; and 15 means for fixing couplers coupled to adjacent retaining sections to each other to thereby maintain adjacent retaining sections in fixed relationship to each other. According to a second aspect of the present invention, a retaining system includes: 20 a retaining section; a coupler for releasably coupling to the retaining section; and 25 means for fixing the coupler to a supporting substrate to thereby maintain the retaining section in fixed relationship to the supporting substrate. The system of the present invention is preferably easy to assemble and versatile. By connecting the retaining sections by the use of couplers which are 30 connected to each other, rather than by directly connecting the retaining sections to each other, a versatile system is produced which can be adapted to construct more complex structures such as steps. The couplers preferably protrude from the retaining sections and can be connected together such that the retaining sections are offset with respect to each other, producing a structure suitable for forming a concrete step. Alternatively, the 35 retaining sections may be aligned with each other to produce a planar retaining wall. Furthermore, the coupler provides a convenient means for maintaining the -4 retaining section in a fixed relationship to a supporting substrate, which may be the ground or a floor of a building. The couplers are fixed to the supporting substrate, rather than directly fixing the retaining section. 5 The couplers are releasably connected to the retaining sections to allow quick assembly. Preferably, once coupled to a retaining section, a coupler is slidable along the retaining section. This allows adjustment of the coupler position to align with couplers on adjacent retaining sections, before the couplers are connected to each other and/or to the supporting substrate. Again, this facilitates assembly of the retaining 10 system. Preferably, the couplers are connected to each other by connecting means, the connecting means preferably comprising a rigid member to which the couplers are fixed. Preferably the connecting means also connects the couplers to the supporting 15 substrate. Preferably, the means for fixing couplers coupled to adjacent retaining sections to each other and the means for fixing a coupler to a supporting substrate comprises at least one hole in the coupler for fixing the coupler to the connecting means. The coupler is fixed to the connecting means by a nail or screw which passes through the hole. 20 Preferably, the retaining section is formed from plastics, more preferably extruded plastics. The use of plastics overcomes the problems associated with the rotting of timber. The plastics has a longer lifetime and is more resistant to degradation than timber. Furthermore, plastics is recyclable. For applications in which the retaining 25 system remains in position, such as garden edging and earth retaining walls, plastics has the advantage of being long lasting and resistant to weathering. The plastics can also be given a number of different finishes e.g. a sand effect finish. Furthermore, the retaining sections can be extruded in a number of different shapes, and particularly can be made to curve. 30 For the application of the retaining system to concrete formwork, the use of plastics has the additional advantage that concrete does not adhere well to plastics. With the prior art use of timber, it was not possible to strip the boards from the concrete until the concrete had completely dried. With the use of plastics, the formwork can be 35 stripped from the concrete much earlier. This can save a number of man-hours because it is unnecessary for someone to wait as long for the concrete to dry to remove the formwork, or for someone to return to a site after work has been completed to remove 50773 .doc -5 formwork. The present inventors have found that plastics formwork can be stripped 1 to 2 hours earlier than timber formwork. Preferably, the coupler is additionally formed from plastics. 5 Preferably, the connecting means comprises a wooden post to which the couplers are nailed or screwed. In assembling the retaining system, the wooden post is driven into the ground. Preferably, the coupler includes a plurality of holes such that it can be connected to the wooden post at a plurality of different positions. This enables 10 the retaining sections to be fixed such that faces are off set from each other, to allow the construction of formwork for producing steps for drop edges. Preferably, the retaining section is a C-section. Preferably, the coupler is adapted to interlock with the C-section. Preferably, this is achieved by means of a pair 15 of slots, one on each side of the coupler which engage in the C-section. The coupler can be easily engaged with the retaining section by placing it in the C-section and rotating it such that the slots engage with the C-section. This means of engagement makes the system extremely easy to assemble and requires no screws or bolts, or holes in the retaining section. When engaged in the C-section, the coupler can slide along, to 20 enable it to be secured at any point within the length of the C-section, and to align it with couplers on adjacent retaining sections. According to a third aspect of the present invention, a coupler for a retaining system comprises: 25 a member having two slots for interlocking with a C section at a first end, and a plurality of holes for fixing to a connecting member at an opposite end. Preferably, the retaining system is a concrete formwork system. 30 Preferred embodiments of the present invention will now be described with reference to the accompanying drawings, in which: Figure 1 a is a perspective view of a retaining section; 35 Figure lb is a perspective view of a coupler; 50773 .doc - 6 Figure 2 is a perspective view of an assembled retaining system; Figure 3 is a perspective view of an assembled retaining system; and 5 Figure 4 is a perspective view of an alternative embodiment of retaining section with couplers attached. As shown in Figure 1 a, a retaining section 1 is formed from a C section of extruded plastics having a front plate portion 1 a, a pair of substantially perpendicular 10 side plate portions Ib, 1c and a pair of rear plate portions Id, le extending substantially perpendicularly inwards from the side plate portions. As shown in Figure lb, a coupler 2 comprises a plastics member having a generally rectangular cross section, the coupler adapted at one end for engaging the 15 retaining section 1, and adapted at the opposite end for fixing to a connecting means. The end adapted for engaging the retaining section 1 includes a pair of slots 3, 4 which divide a coupling section 5 of the coupler 2 from the main body 6 of the coupler 2. The coupling section 5 has a smaller rectangular cross section than the main body 6 of the coupler 2, in that it is slightly shorter. The coupling section 5 has diagonally opposed 20 corners 6, 7 rounded off. The coupler 2 is coupler to the retaining section 1 by inserting the coupling section at an angle into the recess between the rear plate portions 1 d, 1 e, and turning the coupler 2 to engage the slots 3, 4 with the rear plate portions ld, le of the retaining 25 section 1. The coupling section 5 is slightly narrower than the main body 6 (which is substantially the same width as the retaining section 1) to allow it to be rotated inside the retaining section 1. The rounded corners 6, 7 allow rotation in one direction only. The main body 6 of the coupler 2 has an array of holes . Once the coupler 2 is engaged in the retaining section 1, it can slide along the retaining section 1 to be located at any 30 desired point. Figure 2 illustrates how a plurality of retaining sections 1 and a plurality of couplers 2 are assembled into concrete formwork. A plurality of couplers 2 are engaged into each retaining section 1 and couplers 2 on adjacent retaining sections 1 are slid 35 along such that they are aligned in a vertical stack. The couplers 2 are then nailed or screwed to a wooden post 9 which is driven into the ground. The nails are driven through appropriate holes 8 in the main body for each coupler 2. 50773 .cn' -7 It is possible to create a planar vertical retaining wall as illustrated on the left hand side of Figure 2 by aligning all the retaining sections 1 vertically. As shown in Figure 3, this can be achieved by aligning the retaining sections 1 against vertical posts 5 10. The right hand side of Figure 2 illustrates how formwork can be assembled to form a step formation in the final set concrete. In this case, adjacent retaining sections 1 are fixed such that they are horizontally offset from each other. The array of holes 8 allows different holes to be used to nail each coupler 2 to the wooden posts 9. 10 Although the present invention has been described particularly with reference to concrete formwork, the present invention can also be applied to other applications such as earth retaining walls, garden or footpath edging. Figure 4 illustrates a retaining section 1 with couplers 2 attached which may be 15 suitable for, for instance, garden edging. The retaining section 2 of Figure 1 has a curved profile. In one embodiment of the retaining system, retaining sections 1 are provided in different sizes, particularly different widths eg 100mm, 150mm, and couplers 2 are 20 provided to match each width of retaining section 1. The couplers 2 and retaining sections are colour coded such that matching couplers and retaining sections are the same colour. The colour also signifies size and varying composition of the material. For the purposes of this specification it is to be clearly understood that the 25 word "comprising" means "including but not limited to", and that the word "comprises" has a corresponding meaning. Modifications and variations as would be apparent to a skilled addressee are deemed to be within the scope of the present invention. 30

Claims (8)

1. A retaining system including: 5 a retaining section; a coupler for releasably coupling to the retaining section; and means for fixing couplers coupled to adjacent retaining sections to each other to 10 thereby maintain adjacent retaining sections in fixed relationship to each other wherein the means for fixing couplers coupled to adjacent retaining sections to each other comprises at least one hole in the coupler for fixing the coupler to a connecting means and wherein the coupler is arranged to be coupled to a retaining section such that it is slidable along the retaining section. 15
2. A retaining system according to any one of the preceding claims, wherein couplers on adjacent retaining sections are fixed to a connecting means, the connecting means comprising a rigid member.
3. A retaining system according to any one of the preceding claims, wherein the 20 retaining section is formed from extruded plastics.
4. A retaining system according to any one of the preceding claims, wherein the coupler is formed from plastics. 25
5. A retaining system according to any one of the preceding claims, wherein the means for fixing couplers coupled to adjacent retaining sections to each other comprises a plurality of holes on each coupler such that each coupler can be connected to a connecting means at a 30 plurality of different positions.
6. A retaining system according to any one of the preceding claims, wherein the retaining section is a C-section. 35
7. A retaining system according to any one of the preceding claims, wherein the coupler is adapted to interlock with the C-section.
8. A retaining system according to claim 9, wherein the coupler includes a pair of slots, one on each side of the coupler which engage in the C-section. Dated this 21st day of October 2002 5 GREG COX, SHANE BENDER AND MICHALE BENIC By their Patent Attorneys GRIFFITH HACK
AU2003252793A 2002-10-21 2003-10-02 Retaining system Ceased AU2003252793B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2003252793A AU2003252793B2 (en) 2002-10-21 2003-10-02 Retaining system

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AU2002952180 2002-10-21
AU2002952180A AU2002952180A0 (en) 2002-10-21 2002-10-21 Retaining system
AU2003252793A AU2003252793B2 (en) 2002-10-21 2003-10-02 Retaining system

Publications (2)

Publication Number Publication Date
AU2003252793A1 AU2003252793A1 (en) 2004-05-06
AU2003252793B2 true AU2003252793B2 (en) 2009-08-20

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AU2003252793A Ceased AU2003252793B2 (en) 2002-10-21 2003-10-02 Retaining system

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2007321755B2 (en) * 2006-11-14 2015-02-26 Illinois Tool Works Inc. Sideform securing system

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5205942A (en) * 1987-02-12 1993-04-27 Fitzgerald Leonard R Lipped channel formwork

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5205942A (en) * 1987-02-12 1993-04-27 Fitzgerald Leonard R Lipped channel formwork

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MK25 Application lapsed reg. 22.2i(2) - failure to pay acceptance fee
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