AU661047B2 - Helically wound reinforced ribbed composite structure - Google Patents

Helically wound reinforced ribbed composite structure Download PDF

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Publication number
AU661047B2
AU661047B2 AU26867/92A AU2686792A AU661047B2 AU 661047 B2 AU661047 B2 AU 661047B2 AU 26867/92 A AU26867/92 A AU 26867/92A AU 2686792 A AU2686792 A AU 2686792A AU 661047 B2 AU661047 B2 AU 661047B2
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Australia
Prior art keywords
tube
reinforcing member
pipe
circular
helically wound
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Expired
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AU26867/92A
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AU2686792A (en
Inventor
Stanley William Otto Menzel
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Sekisui Rib Loc Australia Pty Ltd
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Rib Loc Australia Pty Ltd
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Priority to AU26867/92A priority Critical patent/AU661047B2/en
Priority claimed from PCT/AU1992/000522 external-priority patent/WO1993007412A1/en
Publication of AU2686792A publication Critical patent/AU2686792A/en
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Publication of AU661047B2 publication Critical patent/AU661047B2/en
Assigned to SEKISUI RIB LOC AUSTRALIA PTY LTD reassignment SEKISUI RIB LOC AUSTRALIA PTY LTD Request to Amend Deed and Register Assignors: RIB LOC AUSTRALIA PTY. LTD.
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  • Moulding By Coating Moulds (AREA)

Description

OPI DATE 03/05/93 APPLN. ID 26867/92 AOJP DATE 08/07/93 PCT NUMBER PCT/AU92/00522 S1111 11111111 i H1111111111111111111 IIIll liill AU9226867 IN InI N/AI IJIN/L ArrtLI.tAIIIIUiI rUDLI1.nrIC UINLUECr inc 1t rtIN L UUrK KAI IUIN I IrtAI i (PCT) (51) International Patent Classification 5 (11) International Publication Number: WO 93/07412 F16L 9/16, 11/16 Al 6L 9/16, 11/16 (43) International Publication Date: 15 April 1993 (15.04.93) (21) International Application Number: PCT/AU92/00522 (81) Designated States: AT, AU, BB, BG, BR, CA, CH, CS, DE, DK, ES, FI, GB, HU, JP, KP, KR, LK, LU, MG, (22) International Filing Date: 30 September 1992 (30.09.92) MN, MW, NL, NO, PL, RO, RU, SD, SE, US, European patent (AT, BE, CH, DE, DK, ES, FR, GB, GR, IE, IT, LU, MC, NL, SE), OAPI patent (BF, BJ, CF, Priority data: CG, CI, CM, GA, GN, ML, MR, SN, TD, TG).
PK 8668 2 October 1991 (02.10.91) AU Published (71) Applicant (for all designated States except US): RIB LOC Wit ternational earch report.
AUSTRALIA PTY. LTD. [AU/AU]; 22 Cavan Road, i r r Dry Creek, S.A. 5094 (AU).
(72) Inventor; and Inventor/Applicant (for US only) MENZEL, Stanley, William, Otto [AU/AU]; 22 Cavan Road, Dry Creek, S.A.
5094 (AU).
(74) Agent: R.K. MADDERN ASSOCIATES; 345 King William Street, Adelaide, S.A. 5000 (AU).
(54) Title: HELICALLY WOUND REINFORCED RIBBED COMPOSITE STRUCTURE (57) Abstract A helically wound composite pipe produced by helically winding a plastics profiled strip (10) which has its adjacent edges interlocked, the strip (10) being provided with an array of lengthwise extending T-shaped ribs (15) spaced apart across its width, and an elongate helical reinforcing member (11) wound around the outside of the pipe and having its marginal edges interlocking with the flange formations (14) of a pair of ribs the reinforcing member (11) having a central body portion of inverted U- or V-shaped cross section having a radial height greater than the height of the ribs (15) so as to substantially increase the effective external diameter of the npie. Reinforcing members (31, 32) having a leg lockingly retained in a slot-like cavity (27) are also disclosed. A method of producing a non-circular structure (40) from the wound pipe is disclosed.
WO 93/07412 PCT/AU92/00522 HELICALLY WOUND REINFORCED RIBBED COMPOSITE STRUCTURE This invention relates to improvements to reinforced ribbed structures, and in particular to reinforced or strengthened spirally wound pipes or tubes made from composite materials.
It is well known that plastic pipes can be made by spirally winding a plastic strip having a series of spaced apart upstanding ribs extending longitudinally of the strip, either at room temperature or at an elevated temperature where the plastic becomes more flexible. This form of helically wound tube is already well known in the industry and is described in Patents by the same inventor relating both to the form of the plastic strip and the form of the machine by means of which the pipes or tubes are produced from such strips.
For these pipes to perform in a high performance application, in order to attain the necessary degree of strength, the wall thickness of the plastic strip must be quite substantial, as well as that of the ribs, or the finished pipes or tubes can be reinforced with strengthening or reinforcing members. In this regard reference is made to the applicant's Australian Patent 607431 which discloses a method of producing a reinforced plastics tube utilising a reinforcing member placed between the ribs in such a manner that the deflection resistance of the finished pipe or tube is materially increased. The reinforcing member comprises a metal strip of U-shape cross-section, the free ends of the reinforcing member being designed to engage beneath opposed flange formations of a pair of adjacent ribs to thereby lock the metal strip in position between the ri1' and in turn stiffen the ribs and the finished pipe. As explained in the aforesaid Patent specification, in applications where the reinforced tubes or pipes are buried in a trench or subjected to high earth loads, the strength of the pipe or tube is of extreme importance.
WO 93/07412 PCT/A U92/00522 2 An object of the present invention is to provide certain improvements, beyond those disclosed in the aforesaid Patent Specification 607431, to reinforced spirally wound plastics tube or pipe, which are effective to stiffen the tube or pipe through the addition of reinforcing members formed of recycled low cost plastics material or of metal (or both) to thereby produce a composite plastics structure.
It is another object of the present invention to provide a spirally wound plastics pipe formed of two or more materials having different characteristics so that the resultant or finished pipe or tube has enhanced properties, and which can be produced at relatively low cost.
According to one embodiment of this invention, there is provided a helically or spirally wound composite tube or pipe produced by helically winding a strip of plastics material and interengaging the adjacent edges of adjacent convolutions of the strip, wherein the strip comprises an array of lengthwise extending ribs spaced apart across the width of the strip so as to form therebetween a series of open longitudinally extending side by side channels, each of at least some of said ribs having flange formations at or near its free end to strengthen such ribs, each of the flange formations being separated from the flange formation on any adjacent rib, characterised by at least one non-planar elongate helical reinforcing member located between a pair of said ribs within the array, the marginal edges of the reinforcing member interlocking with the flange formations of the ribs of said pair, said reinforcing member having a central body portion of inverted U- or V-sh-ped cross-section which has a radial height greater than the height of said ribs whereby the effective external diameter of the composite tube or pipe is substantially increased. With this arrangement, a composite plastic pipe of extremely high stiffness can be produced.
WO 93/07412 PCT/AU92/00522 3 The reinforcing member can be applied during the winding of the tube, and can be fed continually or at required intervals so that a plurality of separate helical members are spaced along the length of the tube being wound. Alternatively the reinforcing member can be wound around the tube after it has been formed, being located in one or more spaces between the T-shaped ribs on the outer surface of the wound tube.
Preferably, the reinforcing member is a roll-formed metal strip.
In one preferred arrangement, the strip reinforcing member has a profile which comprises an inverted V or U-shaped central body portion flanked on each side by an outwardly directed divergent flange, the free end of each said flange engaging beneath a flange formation of a respective said upstanding rib. In another arrangement, the inverted V or U-shaped central body portion straddles at least one of said ribs, whereby the strip reinforcing member spans between a pair of alternate said ribs.
In yet another preferred arrangement, the strip reinforcing member is encased in a resilient or a plastic sheath, e.g. by extruding plastic over the strip member which is preferably made from steel, or at least has its outer "exposed" surface coated with a protective plastics layer.
In yet another preferred embodiment of the invention, at least some of said longitudinally extending side by side channels are filled with a strengthening and protective filler material which can be of recycled plastic (being compatible with the plastic strip) or a combination of plastics and fibrous material. The filler material can be applied to the pipe, in molten form, as the pipe issues from the helical winding machine, the molten material bonding to the outer walls of the spirally formed pipe and/or the outer surface of the strip reinforcing member. Alternatively the filler material can be applied by extrusion in the form of a web which extends across the radially outer surfaces of the flanges of the ribs and overlies the outer surface of the reinforcing member.
In yet another preferred embodiment of the invention, an elongated cover strip of recycled plastics material overlies the strip reinforcing member and is co-extensive therewith, the cover member having marginal edge portions which are designed to interlock with the flange formations of said ribs. The cover member can provide some additional stiffness to the finished pipe or tube.
In cases where the reinforced composite tube or pipe is used to re-line underground sewers, the reinforcement member, when appropriately configured, can assist in maintaining the liner tube approximately centrally of the failed pipeline, and a uniform annulus of grout can be maintained around the liner tube. In addition, the steel reinforcement member can 0 stiffen the liner tube to such an extent that when grout is pumped into the annulus between the liner and the failed pipe, the composite reinforced liner is able to bear the grouting pressures, whereas a simple unreinforced plastic 4 4 liner will require filling with water to withstand such pressures. With the reinforced structure of this invention therefore, a pipe can have a liner installed and then grouted with the sewer still flowing which is extremely advantageous to the contractor. According to another aspect of the present invention, the spirally wound reinforced composite tube or pipe is subjected to a deformation process which permanently deforms the metal reinforcing member and converts the tube or pipe from a circular to a non-circular cross-sectional shape, the tube or pipe being retained in its non-circular shape by means of the permanently deformed metal reinforcing member(s) wound therearound. This provides a very simple and effective means for producing non-circular plastics tubes or pipes without the need of heat to deform the plastics strip material.
In order to further illustrate the present invention, several embodiments are described hereunder in some further detail with reference to the accompanying drawings in which: WO 93/07412 PCT/AU92/00522 6 Fig 1 is an elevational view of a reinforced pipe constructed according to a first embodiment of the invention; Fig 2 is a part transverse sectional view of the pipe shown in Fig 1; Figs 3 to 5 are partly sectioned elevational views illustrating three further embodiments of the invention; Figs 6 and 7 are partly sectioned elevational views showing two further embodiments of the invention, wherein each rib formation on the plastics strip is formed as a female element; Figs 8(a) and 8(b) depicts a plastics strip wherein the ribs are designed to be deformed during tha winding process, and form hook formations which lockingly retain the free marginal edges of the reinforcing member; whilst Figs 9(a) and 9(b) show two non-circular tubular pipes formed by deforming the composite pipe or tube shown in Figs 1 and.
2, such that the metal reinforcing members are permanently deformed.
Referring to the embodiment shown in Figs 1 and 2, there is shown a spirally wound composite pipe comprising a plastics ribbed strip 10 and a metal reinforcing member 11 inserted between a pair of adjacent T-shaped ribs 15 on the strip and retained therebetween by virtue of the locking engagement between the flanges 14 on the free ends of the r'bs 15 and the marginal edges of the member 11. The reinforcing member 11 is roll-formed of metal strip and has a cross-section which is approximately W-shaped, the member 11 having an inverted V-shaped central body portion which projects radially beyond the expanded ends of the ribs 15, to thereby substantially increase the effective external diameter of the wound pipe. This greatly stiffens the pipe and renders it WO 93/07412 PCI/AU92/00522 7 suitable for applications where the pipe is subjected to internally/externally applied forces which might otherwise locally deform the pipe wall, eg in underground uses where the pipe is buried.
Referring to Fig 3 which is a partly sectioned elevational view, there is shown a customary strip 10 as generally used to produce spirally wound pipe or tube, in combination with a metal reinforcing member 11 together with a cover strip 12 which overlies the reinforcing member 11. The reinforcing member 11 is, again, roll-formed of steel strip and has a cross-section which is approximately W-shaped. The strip 11 has an inverted U or V-shaped central body portion extending radially beyond the flanges 14 formed at the upper ends of the upstanding ribs 15. This arrangement produces a high degree of stiffness in the finished pipe. The sides of the reinforcing member 11 are splayed outwardly and form outwardly divergent flanges 17 each of which extends between the underside of a flange 14 and the base wall 18 of the strip 10. In this embodiment the reinforcing member 11 is inserted between a pair of adjacent ribs 15 of a helically wound tube being formed, and generally extends across the space between the ribs 15 to be held in locking engagement therebetween.
The cover strip 12, in this embodiment, is produced from recycled plastics material and is provided with a central top hat section 20 which snugly fits over the crest of the central body portion of the reinforcing member 11, the cover strip 12 being formed with marginal channel formations designed to snap-fittingly engage with flanges 14 on the upper ends of the ribs If desired, the voids formed between the cover strip 12 and the reinforcing member 11 can be filled with filler material applied prior to fitting the cover strip 12, such filler material being compatible with the plastics material of both WO 93/07412 PCi/AU92/00522 8 the strip 10 and cover strip 12. The filler material can be designed to add extra strength and protective features.
It should be appreciated that the spirally wound pipe formed from the plastic strip 10 may have only the cover strip 12 applied to its outer wall, and hence be produced without the reinforcing member 11, which affords less stiffness and rigidity in comparison to the assembly shown in Figs 1-3. The top hat section 20 forms a strengthening rib in the cover strip 12 which, when fitted to the ribs 15, adds to the deflection strength of the finished tube. Again, filler material may be inserted into the space between the ribs prior to the cover strip 12 being applied.
Referring to Fig 4 of the drawings, metal reinforcing member 19 envelops a pair of ribs 15, and is designed to significantly enhance the stiffness of the composite pipe, the radial height of the member 19 being substantially greater than that of the ribs.
Referring to Fig 5 of the drawings, the assembly is similar to that shown in Fig 1; however, the reinforcing member 21 is shaped and dimensioned so as to extend between a pair of alternate ribs 15, the inverted U or V-shaped central body portion of the reinforcing member 21 being dimensioned to straddle an intermediate rib 15. It is a feature of the reinforcing members 11, 21 that they effectively increase the external diameter of the finished tube or pipe and significantly increase its stiffness.
The reinforcing member 21 can be encased in plastics material so as to produce a monolithic composite which can be of rollformed steel and recycled plastic.
The method of production of the reinforced tube or pipe is substantially identical to that described and illustrated in the applicant's aforesaid Australian Patent 607431, the WO 93/07412 PCT/AU92/00522 9 content of which is hereby incorporated by reference. The metal strip reinforcing member 11, 21 and/or plastic cover strip 12 are preferably applied to the wound tube as it exits from the winding machine; however, the method of application can vary widely with the members 11, 20, 21 being fed continually or at required intervals. It should also be readily appreciated that the interlock between adjacent edge portions of the convolutions of the strip 10 can be effected by means of a separate locking or joining strip fed into the winding machine simultaneously with the plastics strip rather than having the locking formations integrally formed along opposite edges of the strip Referring to Fig 6 of the drawings, there is shown a plastics strip 25 having longitudinally extending upstanding rib formations 26 spaced apart across the width of the strip, each rib formation 26 comprising a pair of opposed ribs 26', 26" closely spaced apart so as to form a longitudinally extending cavity 27 which opens outwardly. The inner faces of the ribs 26', 26" are provided with longitudinally running barbs 28. A T-shaped reinforcing member 29 has a central barbed stem 30 which depends from a top wall 31, the stem during the manufacture of the pipe, being press fitted into a cavity 27 and lockingly retained therein by interengagement of the barbs. Again, the reinforcing member 29 is preferably applied to the spirally wound pipe or tube as it exits from the winding machine but this, as explained previously, may be done in a number of different ways, as would be well-known by those skilled in the art.
Referring to the embodiment shown in Fig 7, the strip 25 is identical to that shown in Fig 5; however, in this instance the profile of the reinforcing member 32 which can be of roll-formed steel or of fibrous material, is of inverted U shape, with the free edge portions of the member 32 being inserted into respective cavities 27 of a pair of adjacent rib formations 26 and lockingly retained therein. To ensure WO 93/07412 PC/AU92/00522 io0 retention of the edge portions of the member 32 within the cavities 27, the opposite edges of the member 32 can be provided with serrations or be expanded. Again, the void formed between the inner surface of the member 32 and the outer surfaces of the strip 25 can be filled with filler material of recycled plastics material.
In the embodiment shown in Figs the plastic strip 34 is formed with upstanding rib formations 35, each rib formation 35 comprising a pair of closely spaced apart vertical ribs 36 each of which is provided with a predetermined bending point in this embodiment formed by a reduced thickness portion formed intermediate its upper and lower ends. After the winding operation, the ribs 36 are deformed as shown in Fig 8(b) so as to provide a hook formation at the upper end thereof. The hook formations 37 provide retention means for lockingly retaining a reinforcing member 38 of the kind similar to that described in Fig 1 hereinabove, in the space between opposed facing ribs 36 of a pair of adjacent rib formations In the embodiments shown in Figs 9(a) and the spirally wound reinforced plastics pipe shown in Fig i, has been subjected to a deformation process so that the pipe assumes a non-circular shape eg oval or quadrilateral, with the metal reinforcing member(s) 41 having been stretched beyond the elastic limit of the metal.
The helically wound plastics strip 42 is retained in its non-circular shape by means of the permanently deformed metal reinforcing member 41 positioned around its outer wall. The composite pipe takes the same peripheral shape as that of the reinforcing member 41 without the need of heat to deform the tube-forming plastics strip.
The deformation process can be carried out by applying a compressive load to the outside of the circular pipe or tube WO 93/07412 PCI'/AU92/00522 11 or an internal tensile load so as to stretch diametrically opposite portions of the pipe apart. In the case of a compressive load, one can simply "squeeze" the pipe between a pair of parallel, opposed press plates so as to plastically deform the helical reinforcing member into a non-circular, eg oval, shape, the plastic tubular strip 42 in turn being retained in that shape by the deformed metal reinforcing band 41.
In the other case, opposed steel formers are placed internally of the undeformed pipe or tube thereof and extend longitudinally thereof and engage diametrically opposite wall portions of the pipe. The formers are then spread apart, eg by an hydralic jack, to thereby stretch or elongate the pipe into a non-circular shape, whilst simultaneously plastically deforming the reinforcing member 41. Once elongated and stretched, the pipe 40 takes a permanent non-circular set.
If an egg shape is required, the formers can comprise curved plate-like members, the curvature of one plate being different to that of the other, so that when urged apart sufficiently to deform the member 41, the composite pipe will assume an egg-shaped cross-section. It will of course be appreciated that a large range of different shapes can be produced, including tapered tubes and tubes having an enlarged belled socket end for connection to other tubes in a spigot-socket manner.
In addition, an oval-shaped tube or pipe can be slit longitudinally to produce two channel-shaped channels which are quite stiff and can be used for tunnelling, channels eg drains or shelters, just to mention a few examples.
A b:ief consideration of the above-described embodiments will indicate that the invention provides improved composite plastic pipe which can have varying degrees of stiffness, and WO 93/07412 PCT/AU92/00522 which as a result of its combination of light weight and high strength makes it ideal for a wide range of industrial and commercial uses.

Claims (12)

  1. 2. A helically wound composite tube or pipe according to claim 1 wherein said reinforcing member is continuous and has a length which is co-extensive with the length of the helically wound tube or pipe.
  2. 3. A helically wound composite tube or pipe according to claim 1 or claim 2 wherein said reinforcing member is a roll-formed metal strip.
  3. 4. A helically wound composite tube or pipe according to any one of the preceding claims wherein said reinforcing member has a profile which comprises an inverted V or U-shaped central body portion flanked on each side by an outwardly directed divergent flange, the free end of each 3 14 said flange engaging beneath a flange formation of a respective said upstanding rib. A helically wound composite tube or pipe according to any one of the preceding claims wherein said inverted V or U-shaped central body portion straddles at least one of said ribs, whereby the strip reinforcing member spans between at least alternate said ribs.
  4. 6. A helically wound composite tube or pipe according to any one of the preceding claims wherein said reinforcing member is encased in a resilient or a plastics sheath.
  5. 7. A helically wound composite tube or pipe according to any one of the preceding claims further comprising an elongate cover strip overlying said reinforcing member and co-extensive therewith, said cover member having marginal edge portions in locking engagement with the flange formations of said ribs. '26
  6. 8. A helically wound composite tube or pipe according to claim 7 wherein said cover strip has a central top-hat section which is contiguous with the crest of the central body portion of the reinforcing member. S 9. A helically wound composite tube or pipe according to claim 7 or claim 8 wherein said cover member is formed of recycled plastics material.
  7. 10. A method of producing a non-circular reinforced tubular structure comprising: producing a reinforced helically wound composite tube or pipe according to claim 3, and S.. deforming, without heat, the reinforced circular plastics tube to a non-circular cross-sectional shape, by applying deformation forces sufficient to permanently deform said metal reinforcing member, said tubular structure, after removal of the deformation forces, having a permanent non-circular shape.
  8. 11. A method of producing a non-circular reinforced structure according to claim 10 wherein said reinforcing member is continuously fed between adjacent ribs as said strip is being wound into a tube whereby to helically wind the reinforcing member onto said tube to engage between the ribs.
  9. 12. A method of producing a non-circular reinforced structure according to claim 10 or claim 11 wherein the step of deforming comprises applying a compressive load against diametrically opposite wall portions of the circular tube 26 externally thereof.
  10. 13. A method of producing a non-circular reinforced structure according to claim 10 or claim 11 wherein the step '1 of deforming is effected by means of opposed formers positioned internally of the undeformed tube and which extend longitudinally thereof and which engage diametrically opposite wall portions of the pipe, said formers being moved apart to thereby stretch said tube into a non-circular shape.
  11. 14. A method of producing a non-circular reinforced structure according to any one of claims 10 to 13 further comprising the step of longitudinally slitting the non-circular deformed tube to thereby produce two channel shaped portions. A non-circular composite tube or pipe produced according to the method of any one of claims 10 to 13.
  12. 16. A composite tube or pipe substantially as hereinbefore described with reference to and illustrated in Figs 1-2; 3; 4 or 5 of the accompanying drawings. DATED this 11th day of April 1995 RIB LOC AUSTRALIA PTY LTD By its Patent Attorneys R K MADDERN ASSOCIATES S.. l t 0 0
AU26867/92A 1991-10-02 1992-09-30 Helically wound reinforced ribbed composite structure Expired AU661047B2 (en)

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Application Number Priority Date Filing Date Title
AU26867/92A AU661047B2 (en) 1991-10-02 1992-09-30 Helically wound reinforced ribbed composite structure

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AUPK8668 1991-10-02
AUPK866891 1991-10-02
PCT/AU1992/000522 WO1993007412A1 (en) 1991-10-02 1992-09-30 Helically wound reinforced ribbed composite structure
AU26867/92A AU661047B2 (en) 1991-10-02 1992-09-30 Helically wound reinforced ribbed composite structure

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AU2686792A AU2686792A (en) 1993-05-03
AU661047B2 true AU661047B2 (en) 1995-07-13

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU6109186A (en) * 1986-08-12 1988-02-18 Rod Eakins Method of producing non-rigid ducting
AU601307B2 (en) * 1987-09-16 1990-09-06 Danby Pty Ltd Method of forming a tube
AU607431B2 (en) * 1986-07-03 1991-03-07 Rib Loc Australia Pty. Ltd. Method of and means for producing reinforced ribbed structures

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU607431B2 (en) * 1986-07-03 1991-03-07 Rib Loc Australia Pty. Ltd. Method of and means for producing reinforced ribbed structures
AU6109186A (en) * 1986-08-12 1988-02-18 Rod Eakins Method of producing non-rigid ducting
AU601307B2 (en) * 1987-09-16 1990-09-06 Danby Pty Ltd Method of forming a tube

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