Multi-Layer Tube of Improved Physical Properties

Abstract
A tube having walls of multi-layer construction, wherein said multi-layer construction includes one or more sub-layers, each said sub-layer consisting of a woven polymer mesh disposed in between one or more outer layers of material selected from the group consisting of paper, poly-propylene and polyethylene, wherein said tube is formed by affixing said sub-layers to each other whilst said sub-layers are wound around a mandrel.
Description
DETAILED DESCRIPTION OF A PREFERRED EMBODIMENT

In the embodiments discussed below, each will be understood to be formed by the technique known in the art as ‘spiral winding’.


In one preferred embodiment, the invention provides a rigid concrete form tube constructed from multiple sub-layers of material, wherein each said sub-layer consists of a woven HDPE mesh disposed in between one or more layers of kraft paper. Similar results may be obtained with PP mesh. The kraft paper may be bonded to the mesh in a conventional manner according to the art, but it is particularly preferred that the paper is bonded to the mesh via an intermediate layer of poly-ethylene (PE).


An example of the preferred kind of mesh material is that supplied by Insulation Solutions, of 127 Dandenong-Frankston Road, Dandenong, Victoria 3175, Australia, under the name of “Metal Wrapping”, item no. 1625.


This material has properties as outlined in Table 1.












TABLE 1







Property
Specification









Structure
Coated HDPE weave bonded




to one layer of Kraft paper.



Tensile strength
MD 12.7 kN/m




CD 6.9 kN/m



Overall Grammage
134 g/m2



Puncture & Tear (PPT)
MD 24 N




CD 40 N



‘Beach’ Puncture
3.5 J



Water Absorption
46 g/m2



(Cobb @ 15 min.)











Typically, the HDPE material is supplied in the form of a scrim cloth having between 8 and 10 strands per inch in any direction. This material is particularly suited to this application due to its very high tensile strength, and in particular to its very high resistance to any level of stretching. The HDPE is then laminated with 40 gsm kraft paper via low-density polyethylene (LDPE) via conventional methods known in the art.


The general type of concrete form tubes to which the invention may be applied are described in detail in U.S. Pat. No. 5,376,316 discussed above, and the following description is made with reference to the general kind of structures described therein.


An ideal structure for a rigid casting tube incorporating this material would consist of between four and six of the above described sub-layers, bonded together by a conventional paper-paper adhesive, such as PVA. The material may be constructed using conventional spiral winding apparatus well known in the art, which involves gluing or otherwise affixing multiple layers of paper (typically, Kraft paper or similar fibrous paper) to each other whilst winding each layer around a steel mandrel of a given diameter.


Further layers of polyethylene may be affixed to the outer surfaces of the material to provide a desired surface texture for the casting. In particular, it is preferred that there be sufficient layers of polyethylene bonded to the inside surface of the tube to ensure a smooth surface of the casting. The overall thickness of the tubing material should be between 2.5 mm and 5 mm in order to provide sufficient rigidity to stand up without the assistance of a rigid superstructure.


Where different surface finishes are required, the person skilled in the art will be aware of other alternative materials which are available to achieve various finishes or surface properties.


It will be appreciated by those skilled in the art that the invention is not only applicable to tubing constructed predominantly from kraft paper, and that this is merely one of the more common materials used in this industry and whose properties are likely to be enhanced by the invention.


For example, it would be possible to construct a casting tube by incorporating the HDPE mesh within multiple layers of another polymer material such as polyethylene. In such a case, it would be preferable to bond the layers together by direct heat treatment or by using a hot-melt glue.


An ideal structure for a flexible casting tube incorporating this material would consist of one or two of the above-described sub-layers, with optionally further layers of a single sided paper/mesh composite affixed to the outer surface of the tube material to provide a desired surface texture, but having an overall thickness of less than 4 mm in order to provide sufficient flexibility to lay flat when not in use.


It will further be apparent to those skilled in the art that the invention provides an improved construction of multi-layer tubes for a variety of different applications, notwithstanding the preferred embodiments addressed above are addressed to concrete forming. It is apparent that the improved tensile strength of the tubing material provided by the invention will afford improved performance in many other applications where such properties are desirable.


For example, a tube of similar construction to that described above for the rigid form-work tube might equally be applied as a packaging material for metal components. A tube wall structure having four or five of said inventive sub-layers, the walls of the tube having a thickness of between about 3 mm and about 4 mm, is anticipated to allow the tubing material sufficient tensile strength to resist tearing or puncturing when hard or sharp components come into the kind of violent contact with the inner surface of the tube as may be expected during transport.


It is also anticipated that a tube of improved crush resistance may be provided where the inventive tube wall structure is applied, as the improved tensile resistance of the wall is likely to assist in preventing deformation of a thicker version of such tubes. As described above, the improved tensile strength achieved throughout the tube wall is likely to assist in preventing differential buckling of the tube, of the kind where one side of the wall, for example the outer side, is placed under compression and the immediately adjacent and corresponding section of the wall, for example the inner side, is placed under tension. The portion of the wall placed under tension is accordingly less likely to yield to the crush force.


Preferably, when used as a core of this kind, a tube wall structure is provided having 10 to 15 sub-layers, and an overall thickness of about 20 mm.

Claims
  • 1. A tube having walls of multi-layer construction, the multi-layer construction including one or more sub-layers, each sub-layer having a woven polymer mesh disposed in between one or more outer layers formed of a material including at least one of paper, poly-propylene and polyethylene.
  • 2. The tube of claim 1, wherein said mesh is provided in the form of a scrim cloth having between 6 and 15 strands per inch.
  • 3. The tube of claim 2, wherein the grammage of the sub-layer is between about 120 g/m2 and about 180 g/m2 and has a tensile strength of greater than about 6.5 kN/m.
  • 4. The tube of claim 1, wherein each of the outer layers of said sub-layers is formed of a material comprising high density poly-ethylene (HDPE).
  • 5. The tube of claim 1, wherein each of the outer layers of said sub-layers is paper and said paper is kraft paper.
  • 6. The tube of claim 5, wherein the kraft paper has a minimum grammage of about 40 g/m2.
  • 7. The tube of claim 1, wherein each of the outer layers of the one or more sub-layers are bonded to the mesh via an intermediate layer of poly-ethylene (PE).
  • 8. The tube of claim 1, wherein the tube is a concrete column form tube of multi-layer construction and wherein the thickness of the tube wall is at least 2.5 mm.
  • 9. The tube of claim 8, wherein the thickness of the tube wall is no greater that about 5 mm.
  • 10. The tube of claim 1, wherein the tube is a concrete column form tube of multi layer construction having an overall tube wall thickness of no greater than about 1.5 mm.
  • 11. The tube of of claim 1, wherein the thickness of the tube wall is at least 2.5 mm.
  • 12. The tube of claim 1, wherein the tube is a roll core tube having a tube wall thickness of at least 2.5 mm.
  • 13. (canceled)
  • 14. The tube of claim 1, wherein the tube is formed by affixing the sub-layers to each other whilst the sub-layers are formed into a tube using spiral winding equipment.
  • 15. The tube of claim 1, wherein the outer layer of the sub-layer is poly-propylene (PP).
  • 16. A tube comprising multiple layers, at least one of the layers comprising: a sub-layer including a woven polymer mesh disposed in between one or more outer layers, each one of the outer layers formed of a material including at least one of paper, poly-propylene, and polyethylene.
  • 17. The tube of claim 16, wherein the tube is formed by affixing the sub-layers to each other whilst the sub-layers are formed into a tube using spiral winding equipment.
  • 18. The tube of claim 16, wherein the mesh is provided in the form of a scrim cloth having between 6 and 15 strands per inch.
  • 19. The tube of claim 16, wherein the outer layers of the sub-layer are bonded to the mesh via an intermediate layer of poly-ethylene (PE).
  • 20. The tube of claim 16, wherein the grammage of the sub-layer is between about 120 g/m2 and about 180 g/m2 and has a tensile strength of greater than about 6.5 kN/m
Priority Claims (1)
Number Date Country Kind
2003903948 Jul 2003 AU national
PCT Information
Filing Document Filing Date Country Kind 371c Date
PCT/AU04/01017 7/30/2004 WO 00 5/10/2007