EP1807573A1

EP1807573A1 - Drained barrier

Info

Publication number: EP1807573A1
Application number: EP05796971A
Authority: EP
Inventors: Alan Bamforth
Original assignee: ABG Ltd
Current assignee: ABG Ltd
Priority date: 2004-10-08
Filing date: 2005-10-10
Publication date: 2007-07-18
Anticipated expiration: 2025-10-10
Also published as: CN101040089A; ES2390675T3; GB0422333D0; WO2006038029A1; AU2005291019A1; HK1103112A1; EP1807573B1; US20070218286A1; ZA200703399B; CN101040089B; AU2005291019B2

Abstract

The invention provides a material for use in waterproofing or containment of liquids, gases or solids, the material comprising a layer which comprises an impermeable or a semi permeable barrier and is adapted to facilitate drainage, wherein the material comprises a geomembrane or waterproofing barrier material comprising a plurality of voids which facilitates drainage, said plurality of voids being provided by means of a layer which comprises a cuspated layer, said cuspated layer comprising a plurality of cusps, wherein said cusps are adapted so as to facilitate the joining of the edges or cuspated parts of said material to the cuspated parts of said material at any angle, said cusps having a shape and being located in a position on said material so as to facilitate said joining. The invention also provides a method for the formation of a barrier material from a plurality of samples of material according to the first aspect of the invention. The material and method according to the invention find particular application in the sealing of landfill sites.

Description

DRAINED BARRIER

Field of the Invention

The present invention relates to gas proofing, waterproofing and- other liquid proofing, and sealing generally. Specifically, the invention is concerned with a material that both provides a barrier and facilitates drainage.

Background to the Invention

There are many applications, such as landfill containment and capping, rail track, roads, tunnels, roofing, and various other structures, where it is necessary for architects or engineers to utilise geomembranes or other types of waterproofing barriers as an impermeable or semi permeable layer for waterproofing or containment of liquids, gases or solids. These various forms of barrier materials are manufactured from many different types of materials and are produced in discrete widths. The barrier materials are commonly supplied on rolls of suitable length for transport and installation.

hi order to form large areas of regular or irregular shape, several rolls or parts of rolls of the barrier materials are joined together, at any angle, on site by means of any of several techniques using, for example, adhesive tape, extrusion, welding, heating, ultrasonics, and the like. Sometimes it is convenient to prefabricate the barrier material into larger panels before it is delivered or utilised on site. When a completely impermeable barrier is required, it is essential that the joints, whether site formed or factory formed, are also impermeable. In this regard, it is possible to inspect the integrity of the joints by means of any of several methods, including vacuum, spark, air pressure or current detection.

The degree of impermeability of the barrier material depends, in the first instance, on its composition and the quality of the installation, hi addition, it is also dependent on the pressure head or hydrostatic head on either side of the barrier material. Thus, the greater the pressure which is applied, the more likely it is that the gas, liquid or solid will pass through the barrier. Thus, the control or reduction of the pressure head or hydrostatic head is of great importance.

In some applications, the escape of gas, liquid or solids through the barrier material is anticipated and a void is provided which acts as a leak detection layer or escape route alongside the barrier layer.

Barrier materials of the type described may either be used alone, or in conjunction with at least one of a geotextile, which provides protection, or a geocomposite drain, which facilitates removal of liquid and/or gas, and allows for control of the hydrostatic head or pressure head on the barrier material. The individual layers of barrier material, geotextile and/or geocomposite drain are each installed in separate operations.

The drainage layer may consist of any of a number of different forms, but generally has a geonet or cuspated core structure. In some applications, such as landfill containment where there is an additional requirement for stability of all of the layers on steep slopes, the barrier material preferably comprises a textured surface on one or both sides, which provides increased friction (shear strength) with an adjacent layer. With the exception of the smooth roll edges, which are manufactured without texture, the textured barrier material cannot be joined together to form impermeable joints by use of a hot air/wedge welder, or by means of ultrasonics, unless the texture is first removed by grinding. Consequently, there are difficulties in providing large areas of the material.

An alternative arrangement which was ^• developed some time ago for several applications comprises the bonding of the protective geotextile to the geomembrane or waterproofing barrier material before delivery to site, thereby eliminating the cost and time of a separate installation, as well as increasing the shear strength between layers, even with smooth geomembrane or waterproofing barrier materials. Bonding of the geotextile to the barrier material is omitted along the roll edges in order to enable the joining of the individual rolls into larger areas by any of the known methods. However, it is not possible to form impermeable joints other than at the roll edges in view of the bond between the geotextile and the geomembrane barrier.

Further developments have facilitated the bonding of several layers of geotextile(s) and/or geocomposites drain(s) with geomembrane(s) to create a multi layered system. Again, however, it is not possible to form impermeable joints other than at the roll edges in view of the bond between the geotextile and the geomembrane barrier.

A still further development for structural and landfill applications is that of a geomembrane or waterproofing barrier material with solid projections of various shapes on one or both sides. Typically, said material comprises a thermoplastic material, since such materials readily facilitate formation of the projections. This material combines the functions of barrier and drainage provision when used in conjunction with a geotextile filter or separator that is laid separately over the projections on at least one side of the material. The geomembrane or waterproofing material is manufactured without projections along the roll edges so that it is possible to join individual rolls together to form larger areas. However, it is not possible to join the rolls to form impermeable joints at any major angle other than parallel or perpendicular to the roll edges, or at any point other than at the roll edges, without preparatory grinding to remove the projections.

An alternative development has been the use of drainage composites consisting of an impermeable cuspated core as a form of barrier, combined with a geotextile filter/separator. Such impermeable cuspated geocomposite drains are manufactured in relatively narrow widths between 1 and 2 metres. Larger widths have been created by welding several smaller widths together before delivery to site but such welds are not fully impermeable and may only be effected in a direction parallel to the roll length. The major function of these materials has been in achieving drainage, rather than acting as a geomembrane or waterproof barrier. Thus, in order to cover large areas on site, the rolls are simply overlapped with or without tape and, on occasions, the design of the cusps is such that these may be interlocked like press studs. It has not, according to the prior art, been possible to join the rolls on site to form impermeable j oints.

It would be of great benefit in all applications, but especially landfill containment and capping where very large areas of irregular shape are often to be covered, for the geomembrane or waterproofing barrier material, drainage component and textile(s) to be combined in such a way that joints can be formed or sealed on site at any angle with total integrity of the barriers and/or drainage functions. Furthermore, it would be of great economic benefit if, in addition to the above, the function of the barrier and drainage component were to be combined into one layer. In addition, significant advantages would be associated with a system wherein the geotextile component was bonded or attached in such a way that it could be peeled away easily by hand or machine but wherein the interface in the plane of the geotextile to the adjacent component, which typically comprises the the geomembrane/waterproofing barrier material/drainage component, had high friction and/or shear strength. Such a system does not exist according to prior art, but it is a system having this advantageous feature, together with the other desirable features herein described, that the present invention seeks to provide.

As previously discussed, the preformed barrier materials of the prior art typically comprise a solid plastic layer on which are disposed plastic projections or textures which are designed for friction, or tp facilitate a flow of liquid and/or gas. However, these materials cannot be joined to form impermeable joints at any angle other than perpendicular or parallel to the roll length without prior preparation. However, the present inventor has shown that by providing a material in accordance with the present invention, the said material can be adapted to fulfil both the barrier and drainage function and, optionally, may comprise at least one geotextile that can be peeled away easily but has good interface shear strength and/or friction, and is firmly but releasably attached, wherein the said material may be welded in various dispositions other than the edge-to-edge disposition disclosed in the prior art, whilst still maintaining the integrity of the drainage and/or barrier functions.

Statements of Invention Thus, according to the first aspect of the present invention, there is provided a material for use in waterproofing or containment of liquids, gases or solids, said material comprising a layer which comprises an impermeable or a semi permeable barrier and is adapted to facilitate drainage, wherein said material comprises a geomembrane or waterproofing barrier material comprising a plurality of voids which facilitates drainage, said plurality of voids being provided by means of a layer which comprises a cuspated layer, said cuspated layer comprising a plurality of cusps, wherein said cusps are adapted so as to facilitate the joining of the edges or cuspated parts of said material to the cuspated parts of said material at any angle, said cusps having a shape and being located in a position on said material so as to facilitate said joining.

Said plurality of cusps comprises a plurality of indentations on one side of the layer. Said cusps may be cylindrical, frustoconical, truncated tetrahedral or any hollow shape. Said indentations appear as protrusions on the opposite side of the said layer.

The cusps may be arranged to project as protrusions on one side of the plane of the said layer or, optionally, can be arranged such that indentations and protrusions are observed on both sides of the said layer.

Generally, the cusps protrude from the surface of said layer to a distance of between l mm and 15 mm.

The present invention envisages situations wherein the edges or cuspated parts of a sample of the material of the invention may be joined to the cuspated parts of the same sample of said material. Preferably, however, the edges or cuspated parts of a sample of the material are joined to the cuspated parts of at least one other sample of said material.

According to a preferred embodiment of the first aspect of the invention, the material of the invention comprises cusps and other additional features adapted so as to facilitate the joining of the edges or cuspated parts of the said material to the cuspated parts of the said material at any angle, said cusps and other additional features having a shape and being located in a position on said material so as to facilitate said joining. Said other additional features may comprise, for example, small ridges, grooves or projections.

The material according to the first aspect of the invention preferably comprises a plastics material, preferably a thermoplastic or thermoset plastics material, most preferably a polyolefin such as polyethylene or polypropylene.

Typically, the weight of the cuspated layer is in the range of from 300 to 3000 g/m² of material.

Said material is capable of being joined at its edges to its other edges or to a separate geomembrane/waterproofing material in a manner that provides continuity and allows for the formation of an effective barrier and drainage facility.

Joins between samples of material according to the first aspect of the invention may be formed by welding, extrusion, heating, application of tape or adhesive, ultrasonics, and the like. Preferably, however, said joins are formed by the action of a hot air/wedge welding machine. Most preferably, said joins can be formed by means of a twin weld comprising a test channel by means of which the integrity of the joins can be determined.

In a particularly preferred embodiment of the first aspect of the invention, the material according to the invention additionally comprises at least one geotextile. Said geotextile is releasably attached to said material. Said releasable attachment is preferably achieved by means of an adhesive. Preferred adhesives in this context include, for example, hot melts of EVA, rubber or polyolefins.

Alternatively, releasable attachment of said geotextile to said material may be achieved by means of a material of similar chemical characteristics to the material of the invention, such that remaining material on the material of the invention after release does not impair the joining of the said materials.

Further alternatives for achieving the releasable attachment of the material according to the first aspect of the invention to said geotextile include the use of flame bonding, techniques, by the insertion of pins, pegs or staples at various locations across the surface of the said layer, said pins, pegs or staples being adapted to allow said geotextile to be removed from said layer by hand or by application of moderate mechanical force, or by the incorporation of projections from the top of some or all of the cusps in a cuspated material, said projections being adapted to engage the said geotextile, thereby achieving good shear strength/friction in the plane of said material, whilst allowing for removal of geotextile from said engagement by hand or by application of moderate mechanical force Preferably, in the final embodiment, said projections are adapted such that the geotextile, after removal, re-engages with said projections to achieve shear strength/friction in the plane of said material.

According to a second aspect of the present invention, there is provided a method for the formation of a barrier material, said method comprising:

(a) providing a plurality of samples of material according to the first aspect of the invention;

(b) arranging said samples adjacent each other in a predetermined formation such that said materials are in contact with each other in certain locations; and (c) forming said, samples into a single barrier material by the formation of joins at said locations.

Preferably, the formation of joins at the stated locations is carried out by means of welding, extrusion, heating, application of tape or adhesive, ultrasonics, and the like. Most preferably, however, said joins are formed by the action of a hot air/wedge welding machine. Said joins may be formed by means of a twin weld comprising a test channel by means of which the integrity of the joins can be determined.

Preferably, the method according to the second aspect of invention provides a barrier material wherein the welds are formed with cuspations, grooves or ridges such that the drainage is maintained across and/or along the join.

Description of the Invention The combination of barrier and drainage features provided by the material according to the first aspect of the invention serves to reduce or control the pressure head or hydrostatic head on the said material, such that the transmission of gas, liquids or solids from one side of the said material to the opposite side of the material is greatly reduced in comparison to the effect achieved with a flat geomembrane or waterproofing barrier formed from the same material. Alternatively, the equivalent effect may be achieved with material of the invention which is thinner than a comparable flat geomembrane or waterproofing barrier, since the material of the invention can provide the same rate of transmission of gas, liquid or solid from one side of the material to the opposite side, as may be achieved with a significantly thicker flat barrier.

The combination of a barrier and a plurality of voids provided by the material of the invention additionally serves to provide space above or below the barrier in which any leakage of gas, liquid or solid through the barrier may be identified, isolated and, if necessary, removed. Optionally, the cuspated layer may be formed with flat areas along its edges, wherein said flat areas do not comprise cusps. Alternatively said layer may comprise cusps to the very edges of the layer.

The shape of the cusps which may be comprised in the material according to the first aspect of the invention is adapted such that the said cusps deform readily at elevated temperatures which are generally created by the method of joining, which preferably involves the application of heat or ultrasonic waves. Thus, an essentially flat layer is formed in the region of joining, such that a join may readily be formed. This flattening of the cusps may be performed prior to, or at the same time as, the actual joining process.

The shape and arrangement of the said cusps is such that the cusps comprised in one sample of the material according to the invention may engage with the cusps comprised in another sample of the material according to the invention, thereby securing the separate samples of material relative to each other such that no slippage occurs during the joining process. Furthermore, other additional features, such as small ridges, grooves or projections, which may be comprised in the material according to the invention are adapted to engage with each other in similar fashion so as to prevent slippage from occurring during the joining process.

In a preferred embodiment of the method according to the second aspect of the invention, the welded area is formed into cuspated, grooved or ridged profile by at least one shaped pressure roller or foot whilst the material in the weld is deformable. Preferably, the method utilises a hot air wedge welding machine with at least one roller shaped to form a cuspated profile or ridges or grooves. Additionally, it is preferred that the at least one roller provides the driving force to propel the welding machine.

In an alternative embodiment, the method requires a welding machine which comprises a set of rollers shaped to form the cuspated profile, ridges or grooves and a separate set of driving rollers to propel the welding machine. The said driving rollers operate outside of the weld, such that there is no shear stress on the weld area due to the propulsion of the welding machine.

In a particularly preferred embodiment of the second aspect of the invention, the method utilises a welding machine adapted so as to automatically separate any geotextile that is releasably attached to the material according to the first aspect of the invention, maintain said geotextile in a location clear of the welding zone, and additionally re-attach said geotextile to the material of the invention after the welding process has been completed.

The preferred welding method comprises arranging one or more pieces of the said layer to overlap each other in a uniform manner. The overlap is typically 20-600 mm, more preferably 30-200 mm. The welding machine then applies heat and pressure whilst gripping the layers and either being propelled, or propelling itself, along.

In an alternative embodiment of the method of the second aspect of the invention, a third sample of material according to the first aspect of the invention is introduced alongside two other pieces of said material such that there exists an overlap, typically 20-600 mm, more preferably 30-200 mm, onto each piece of said layer. The welding machine applies heat and pressure to both sides whilst gripping all three layers and either being propelled, or propelling itself, along.

The material and method according to the present invention find particular application in the sealing of landfill sites. ,

Description of the Drawings

The present invention will now be illustrated, though without limitation, by reference to the accompanying drawings, wherein: Figures l(a)-l(d) show cross-sectional views of materials according to the first aspect of the invention; and

Figures 2(a)-2(d) show cross-sectional views of barrier materials obtained by the method of the second aspect of the invention.

Looking first at Figure l(a), there is, seen a material (1) according to the first aspect of the invention wherein said material is cuspated on one side only and comprises cusps (2).

Figure l(b) shows a material (3) according to the first aspect of the invention wherein said material comprises cusps (4) on one side of the material only and additionally comprises a layer of geotextile (5) on the cuspated surface.

Figure l(c) illustrates a material (6) according to the first aspect of the invention wherein said material comprises cusps (7, 8) on both sides of the material and additionally comprises a layer of geotextile (9) on one of the cuspated surfaces.

Figure l(d) shows a material (10) according to the first aspect of the invention wherein said material comprises cusps (11, 12) on both sides of the material and additionally comprises layers of geotextile (13, 14) on both of the cuspated surfaces.

Turning now to Figure 2(a), there is shown a barrier material obtained by the method of the second aspect of the invention, wherein said barrier material comprises a first sample (15) of a material according to the first aspect of the invention, said sample comprising cusps (16) and a flat section (17), and a second sample (18) of a material according to the first aspect of the invention, said sample comprising cusps (19), said barrier material being obtained by the formation of an impermeable joint (20) between said flat section (17) of said first sample (15) and said cusps (19) of said second sample (18). Figure 2(b) shows a barrier material obtained by the method of the second aspect of the invention, wherein said barrier material comprises a first sample (21) of a material according to the first aspect of the invention, said sample comprising cusps (22), and a second sample (23) of a material according to the first aspect of the invention, said sample comprising cusps (24), said barrier material being obtained by the formation of an impermeable joint (25) between said cusps (22) of said first sample (21) and said cusps (24) of said second sample (23).

In Figure 2(c) there is seen a barrier material obtained by the method of the second aspect of the invention, wherein said barrier material comprises a first sample (26) of a material according to the first aspect of the invention, said sample comprising cusps

(27), and a second sample (28) of a material according to the first aspect of the invention, said sample comprising cusps (29), said barrier material being obtained by the formation of an impermeable joint (30) between said first sample (26) and said second sample (27), wherein said cusps deform at elevated temperature such that an essentially flat layer (31) comprising a twin weld (32, 33) and a test channel (34) is formed in the region of joining.

Figure 2(d) illustrates a barrier material obtained by the method of the second aspect of the invention, wherein said barrier material comprises a first sample (35) of a material according to the first aspect of the invention, said sample comprising cusps

(36), and a second sample (37) of a material according to the first aspect of the invention, said sample comprising cusps (38), said barrier material being obtained by the formation of an impermeable joint (39) between said first sample (35) and said second sample (37), wherein the welded ,area (40) is formed into a cuspated profile

(41) comprising welds (42) by the action of at least one shaped pressure roller or foot whilst the material in the weld is deformable.

Claims

1. A material for use in waterproofing or containment of liquids, gases or solids, said material comprising a layer which comprises an impermeable or a semi permeable barrier and is adapted to facilitate drainage, wherein said material comprises a geomembrane or waterproofing barrier material comprising a plurality of voids which facilitates drainage, said plurality of voids being provided by means of a layer which comprises a cuspated layer, said cuspated layer comprising a plurality of cusps, wherein said cusps are adapted so as to facilitate the joining of the edges or cuspated parts of said material to the cuspated parts of said material at any angle, said cusps having a shape and being located in a position on said material so as to facilitate said joining.

2. A material as claimed in claim 1 wherein said cusps are cylindrical, frustoconical, truncated tetrahedral or any hollow shape.

3. A material as claimed in claim 1 or 2 wherein said cusps are arranged to project as protrusions on one_. side of the plane of the said layer.

4. A material as claimed in claim 1 or 2 wherein said cusps are arranged such that indentations and protrusions are observed on both sides of the said layer.

5. A material as claimed in any one of claims 1 to 4 wherein said cusps protrude from the surface of said layer to a distance of between 1 mm and 15 mm.

6. A material as claimed in any preceding claim wherein the cuspated layer is formed with flat areas along its edges, wherein said flat areas do not comprise cusps.

7. A material as claimed in any one of claims 1 to 5 wherein the cuspated layer comprises cusps to the edges, of the layer.

8. A material as claimed in any one of claims 1 to 6 wherein the flat edges or cuspated parts of a sample of said material are joined to the cuspated parts of the same sample of said material.

9. A material as claimed in any one of claims 1 to 7 wherein the flat edges or cuspated parts of one sample of said material are joined to the cuspated parts of at least one other sample of said material.

10. A material as claimed in any preceding claim which comprises cusps and additional features adapted so as to facilitate the joining of the edges or cuspated parts of said material to the cuspated parts of said material at any angle, said cusps and additional features having a shape and being located in a position on said material so as to facilitate said joining.

11. A material as claimed in claim 10 wherein said additional features comprise small ridges, grooves or projections.

12. A material as claimed in any preceding claim which comprises a plastics material.

13. A material as claimed in claim 12 which comprises a thermoplastic or thermoset plastics material.

14. A material as claimed in claim 12 or 13 which comprises a polyolefin.

15. A material as claimed in claim 14 which comprises polyethylene or polypropylene.

16. A material as claimed in any preceding claim wherein the weight of said cuspated layer is in the range of from 300 to 3000 g/m² of material.

17. A material as claimed in any preceding claim wherein said material additionally comprises at least one geotextile.

18. A material as claimed in claim 17 wherein said geotextile is releasably attached to said material.

19. A material as claimed in claim 18 wherein said releasable attachment is achieved by means of an adhesive.

20. A material as claimed in claim 19 wherein said adhesive comprises hot melts of EVA, rubber or polyolefms.

21. A material as claimed in claim 18 wherein said releasable attachment is achieved by means of flame bonding, techniques, by the insertion of pins, pegs or staples at various locations across the surface of the said layer, or by the incorporation of projections from the top of some or all of the cusps in a cuspated material, said projections being adapted to engage the said geotextile.

22. A method for the formation of a barrier material, said method comprising:

(a) providing a plurality of samples of material according to any one of claims 1 to 21;

(b) arranging said samples adjacent each other in a predetermined formation such that said materials are in contact with each other in certain locations; and

(c) forming said samples into a single barrier material by the formation of joins at said locations.

23. A method as claimed in claim 22 wherein the formation of joins at the stated locations is carried out by means of welding, extrusion, heating, application of tape or adhesive, or ultrasonics.

24. A method as claimed in claim 22 or 23 wherein said joins are formed by the action of a hot air/wedge welding machine.

25. A method as claimed in claim 24 wherein said joins comprises welds which are formed with cuspations, grooves or ridges such that the drainage is maintained across and/or along the j oin.

26. A method as claimed in any one of claims 23 to 25 wherein the welded area is formed into cuspated, grooved or ridged profile by at least one shaped pressure roller or foot whilst the material in the weld is deformable.

27. A method as claimed in claim 26 which utilises a hot air wedge welding machine with at least one roller shaped to form a cuspated profile or ridges or grooves.

28. A method as claimed in claim 26 or 27 wherein said at least one roller provides the driving force to propel the welding machine.

29. A method as claimed in any one of claims 23 to 25 which utilises a welding machine which comprises a set of rollers shaped to form the cuspated profile, ridges or grooves and a separate set of driving rollers to propel the welding machine.

30. A method as claimed in any one of claims 22 to 29 which utilises a welding machine adapted so as to automatically separate a geotextile that is releasably attached to the material, maintain said geotextile in a location clear of the welding zone, and additionally re-attach said geotextile to the material after the welding process has been completed.

31. A method as claimed in any one of claims 22 to 30 which comprises arranging one or more pieces of the said material to overlap each other in a uniform manner.

32. A method as claimed in claim 31 wherein said overlap is 20-600 mm.

33. A method as claimed in claim 32 wherein said overlap is 30-200 mm.

34. A method as claimed in any one of claims 31 to 33 wherein the welding machine applies heat and pressure whilst gripping the samples of material and either being propelled, or propelling itself, along.

35. A method as claimed in any one of claims 22 to 31 wherein a third sample of material is introduced alongside first and second samples of said material such that there exists an overlap onto each sample of said material.

36. A method as claimed in claim 35 wherein said overlap is 20-600 mm.

37. A method as claimed in claim 36 wherein said overlap is 30-200 mm.

38. A method as claimed in any one, of claims 35 to 37 wherein the welding machine applies heat and pressure to both sides of said material whilst gripping all three samples of material and either being propelled, or propelling itself, along.

39. A method as claimed in any one of claims 22 to 38 wherein said joins are formed by means of a twin weld comprising a test channel by means of which the integrity of the joins can be determined.

40. A barrier material wherever obtained by the method of any one of claims 22 to 39.

41. A barrier material as claimed in claim 40 whenever applied to the sealing of landfill sites.

42. A material as claimed in any one of claims 1 to 21 whenever applied to the sealing of landfill sites.

43. A method as claimed in any one of claims 22 to 39 whenever applied to the sealing of landfill sites.