CA1199188A - Drainage device - Google Patents
Drainage deviceInfo
- Publication number
- CA1199188A CA1199188A CA000420921A CA420921A CA1199188A CA 1199188 A CA1199188 A CA 1199188A CA 000420921 A CA000420921 A CA 000420921A CA 420921 A CA420921 A CA 420921A CA 1199188 A CA1199188 A CA 1199188A
- Authority
- CA
- Canada
- Prior art keywords
- sheet
- strip
- fabric
- strips
- devices
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Soil Sciences (AREA)
- Mechanical Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
ABSTRACT
Drainage devices for sub-terranean drainage, the devices comprising a core of cuspated plastics sheet material covered by a web of geotextile. The devices are made in sheet or strip form and specific examples of applications are disclosed. Methods of manufacture of the devices in sheet and strip form are disclosed.
Drainage devices for sub-terranean drainage, the devices comprising a core of cuspated plastics sheet material covered by a web of geotextile. The devices are made in sheet or strip form and specific examples of applications are disclosed. Methods of manufacture of the devices in sheet and strip form are disclosed.
Description
This invention relates to drainage devices.
More particularly, -the invention relates to a drainage device which can be used for drainage of sub-surface water or in other sites where it is necessary to drain wet or damp ground.
According to the present invention there is provided a drainage device comprising a cuspated sheet having a plurality of protuberances extendin~ ~rom at least one side thereof, each said protuberance defining a complementary shaped depression on the opposite side of said sheet, the drainage device further including at least one water permeable web, said web extending over said protuberances thereby defining interconnected spaces which constitute a passage between said web and said sheet whereby, in use, water can pass thro~gh said web and then run in said passage.
In a preferred embodiment of the invention, the sheetcomprises a layer of plastics material which is formed with integral protuberances and wherein the web comprises a filter fabric which is held in engagement with the outer faces of the projections. Preferably further, the plastics layer has protuberances on both ~9~
sides thereof and the fibrous fabric engages -the protuberances on ei-ther side of the layer.
The invention will now be further described with reference to the accompanying drawings, in which:
Figure 1 is a cross-section through a core used in the drainage device or the inventlon, Figure 2 is a plan view of the core shown in Figure 1, Figure 3 is a cross-sectional view through one form of drainage device, Figure ~ is a fragmentary si~e view of a sheet drainage device having -the cross-section as shown in Figure 3, Figure 5 shows the use of the sheet drainage device adjacent to a retaining wall, Figure 6 shows one technique for interloc~ing the core wlth a perfora-ted conduit, Figure 7 shows a convenient arrangement for joining adjacent sheets of drainage devices, Figure 8 sho~7s an embodi~ent of the invention in which the drainage device is in strip form, Figure 9 is a cross-section through the drainage strip shown in Figure 8, Figure 10 diagrammatically illustrates one technique for fabricating the drainage strip shown in Figures 8 and 9, Figure 11 illustrates a typical application of the drainage strip, Figures 12 and 13 illustrate techniques Eor forming joints of the drainage strips, Figure 14 is a cross-section through another form of drainage strip of the invention, Figure 15 illustrates a typical application of the drainage strip illustrated in Figure 14, and Figure 16 illustrates one technique by which the strips are driven into a soil mass.
The core structure illustrates ln Figure 1 comprises core2 of plastics material such as high impact resistance polystyrene and preferably comprises a layer oE bi-cuspated material as disclosed in Australian Patent No. 460,849. The core 2 is formed with regular arrays of projections 4 and 6 which project from opposite sides of the layer respectively, as seen i.n cross~section in Figure 1 (which is a ~.
sectional view taken along the line 1-l marked on Figure 2).
The outer e~tremities of the pro-tuberances 4 and 6 are flat and lie in respective planes 8 and 10. The exact profile oE the protuberances 4 and 6 is not importan-t but it is desirable that they have flat outer faces as illustrated.
Figure 3 illustra-tes in cross-sec-tion one embodiment which comprises the core 2 in the form of a sheet and having a web or fabric layer 12 connected to the outer faces of the array of protuberances ~ by means of a hot mel-t adhesive. It will be appreciated that there will be interconnected voids 14 defined between the web 12 and the core The web 12 comprises a fle~ible sheet oS water permeable material such as a geote~tile filter fabric. One form of filter fabric comprises polyester spun-bonded filter material which is sometimes used in soil stabilization applications, one suitable te~tile being made by I.C.I. Limited and known as "TER~
Figure ~ illustrates the preferred form in whi.ch the sheets oE material are Eormed. In -this arrangement it will be seen that the web 12 is wider than the core 2 and is arranged to overhang the core on either side thereof so as to form an upper flap 20 and a lower flap 22 of -the geote~tile material. For a core width of say 1.2 metres the upper flap 20 is say 10cm in width whereas the lo~er flap 22 is 35cm. The -T~a~ t~
~.
material in this form can be formed in convenient lengths say 25 metres and transported in the form of a roll. The material in this form can be used mos-t advantayeously to form a sub-surface drain ad,acent to a retaininy wall, embankment or other structure which is at ]east partially covered by soil.
Figure 5 schematically illustrates the use of the device of Figure 4 in drairling a re-,aining wall 24.
The retaining wall has an inner face 26 against which the device is laid such that the projections 6 engage the face 26 a slotted conduit 28 is located adjacent to the foot 30 of the wall and the lower flap 22 of the device is ~rapped about the conduit so as to prevent soil entering the slotted conduit 28. The backfill material 32 may be then placed behind the wall such that it bears directly against the fabric layer 12, as shown. ~oisture in the backfill 32 can seep through the layer 12 into the voids 14 so that it will thereafter flow under gravity to the conduit 28 where it can be drained away, as required. The device is preferably fi~ed to the face 26 to avoid inadvertent displacement during backfilling.
Fig~lre 7 shows one convenient technique for forming a joint between sheet drainage material of the type shown in Figure 4. It will be seen that the cores of the two sheets are overlapped in a manner ~hich at least partially interlocks -them and the flap 20 is made to overlie the fabric layer of the other device. ~ strip 33 of adhesive tape may be then applied to cover any yap between the edge of the Elap 20 and the underlying fabric layer 12.
Figure 6 illustrates a preferred way of connecting the sheet material -to the slotted conduit 28. In this arrangement, the conduit 28 is formed with an opening 34 which is large enough so that -the lower edye of the core 2 can be inserted at least partially into the core of the conduit. The arrangement is such -that the opening 34 forms a mechanical interlock with the protuberances 4 and 6 of the core so as to retain the conduit 28 in position.
The flap 22 is then passed abou-t the conduit 28 as illustrated.
Figures 8 and 9 illustrate another form of the invention in which the device is in the form of a drainage strip 35 which is more suited to drainage of water from damp ground, hillsides or highway shoulders. The core 2 is preferably of the same construction as that described in Figures 1, 2 and 3 except however -that it is usually say ~lcm thick i.e.
the spacing between -the planes 8 and 10 is ~cm. The strips 35 can be made in standard widths say 20cm, 30cm, 60cm and 90cm and supplied in roll form in lenyths of say 50 metres. In this arrangemen-t, the layer 12 is wrapped about the strip of core material so as to enclose the core~ In the preferred construction -the width of the fabric 12 is somewhat greater than the periphery of the core in transverse section so that an edye region of the fabric forms an ,~
overlapping flap 36 which is adhered -to the underlying region of the fabric 12 by means of a line 38 of hot melt adhesive. One convenient arrangemen-t Eor fabricating the drainage strips is diagrammatically illustrated in Figure 10. In this arrangemen-t, the core material 2 is supplied from a roll 40 -thereof to an envelopiny station 42. The layer 12 is supplied from a roll 44 thereof to the station 42 where it is wrapped about the strip of core. Within the station 42, the line 38 of adhesive is applied to the fabric layer just prior to the flap 36 being pressed into engagement with -the underlying layer. In this arrangement -there is no need for the core 2 to be bonded to the fabric layer 12 since it is snuggly enveloped within the fabric layer.
Figure 11 illustrates a typical application of the drainage strips 35 shown in Figures 8 and ~. In this arrangement the strips are used for draining land which is prone to become sodden. The first step is to dig a trench 4~ which can be as narrow as say 10cm and -to an appropriate depth. The strip is then inserted ancl the trench is bac~filled with soil 4~ to complete the sub-terranean drain. In most applications, the deptll of the trellch can be kept constant and yet the drained wa-ter will still flow wi-thin the drainage strip, thus simplifying -the trench digging.
Figure 12 illustrates a simple techniclue for forming a joint between ends of two adjacent drainage strips. First of all, the fabric layers 12 at the ~, encls of the drainage strips are peeled back so as to expose say 3 or ~ ro~s of protuberances. These rows of protuberances are interlocked as shown in Fic~ure 12. Thereafter the fabric layer of one of -the drainage strips is replaced and subsequently the end portion 50 of the labric layer of the other drainacJe strip is then located so that it overlies the fabric layer of the other strip. A band 52 of adhesive tape completes the junction.
Figure 13 illustrates a technique whereby a T-joint can be conveniently made by a jointing technique analagous to that shown in Fiyure 12.
Briefly, par-t of the fabric layer 12 of each of the strips to be joined is partially removed to expose core portions. The end portion is then bent laterally and interlocked ~ith the e~posed portion of the core of the continuous strip. The adjacent fabric layers are folded to overlie one another, as illustrated.
Bands 52 of adhesive tape are then placed about the exposed edges of the fabric layers.
Buried ends of the strips can be covered by removal of part (say 7.5cm) of the core a-t the end of -the strip and folding -the free portions of the layer abcut the exposccl end of the core. The folded layer can be retained in position by means of adhesive tape.
Fl~ure 14 illustra-tes another form of drainage device in the form of a thin strip 53. In this '~
arrangement the core 2 is made from plastic sheet material say 0.5mrn thickness. The pro-tuberances 4 and 6 are such that the overall -thickness o~ the core is in the range 3-5mm and the spacing between the protuberances 4 being say 25mm (as for the spacing between the protuberances 6~. The width is preferclbly in the range 7.5 to 12.5cm and is supplied in rolls say 120m in length.
The drainage strips 53 are particularly suitable for deep de-watering of swampy land where construction or dry-fill is to be located.
Figure 15 illustrates a typical application of the strips. As will be seen, the strips are disposed ver-tically and in a generally uniform array in the soil mass 54 to be drained. In a typical application, the strips 53 are located at 1.2 metre centres. The strips 53 extend to an appropriate depth usually in the range of say 5 to 30 metres. A porous layer 56 say of sand is then formed at approximately ground level and the ends of the s-trips 53 exterld into the layer 56. A layer 58 of backfill or soil is then placed on the layer 56 so ~s to increase the pressure in the mass 54 to be drained. The arrangement is such tha-t water will flow into the strips 53 and then will flow upwardly to the porous layer 56 where it is then free to drain laterally. In this manner, the mass 54 can be effectively drained.
:~, Figure 16 schematically illustrates one arrangement for placement of the strips 53. In this arrangement, -the strips 53 are located within a hollow driving member 60 which is arranged to be driven into the soil mass 54 by means of a pile-driver (not shown). A head piece 62 having -the profile as il]ustrated can be loca-ted over the lower end of the member 60 so as to prevent entry of soil to its interior. The member 60 is then driven to the desired depth in the mass 54 and thereafter the member 60 withdr*wn. The head piece 62 and strip 53 will be re-tained in the soil mass 54 by virt~e of the lateral pressure of the soil.
,~,
More particularly, -the invention relates to a drainage device which can be used for drainage of sub-surface water or in other sites where it is necessary to drain wet or damp ground.
According to the present invention there is provided a drainage device comprising a cuspated sheet having a plurality of protuberances extendin~ ~rom at least one side thereof, each said protuberance defining a complementary shaped depression on the opposite side of said sheet, the drainage device further including at least one water permeable web, said web extending over said protuberances thereby defining interconnected spaces which constitute a passage between said web and said sheet whereby, in use, water can pass thro~gh said web and then run in said passage.
In a preferred embodiment of the invention, the sheetcomprises a layer of plastics material which is formed with integral protuberances and wherein the web comprises a filter fabric which is held in engagement with the outer faces of the projections. Preferably further, the plastics layer has protuberances on both ~9~
sides thereof and the fibrous fabric engages -the protuberances on ei-ther side of the layer.
The invention will now be further described with reference to the accompanying drawings, in which:
Figure 1 is a cross-section through a core used in the drainage device or the inventlon, Figure 2 is a plan view of the core shown in Figure 1, Figure 3 is a cross-sectional view through one form of drainage device, Figure ~ is a fragmentary si~e view of a sheet drainage device having -the cross-section as shown in Figure 3, Figure 5 shows the use of the sheet drainage device adjacent to a retaining wall, Figure 6 shows one technique for interloc~ing the core wlth a perfora-ted conduit, Figure 7 shows a convenient arrangement for joining adjacent sheets of drainage devices, Figure 8 sho~7s an embodi~ent of the invention in which the drainage device is in strip form, Figure 9 is a cross-section through the drainage strip shown in Figure 8, Figure 10 diagrammatically illustrates one technique for fabricating the drainage strip shown in Figures 8 and 9, Figure 11 illustrates a typical application of the drainage strip, Figures 12 and 13 illustrate techniques Eor forming joints of the drainage strips, Figure 14 is a cross-section through another form of drainage strip of the invention, Figure 15 illustrates a typical application of the drainage strip illustrated in Figure 14, and Figure 16 illustrates one technique by which the strips are driven into a soil mass.
The core structure illustrates ln Figure 1 comprises core2 of plastics material such as high impact resistance polystyrene and preferably comprises a layer oE bi-cuspated material as disclosed in Australian Patent No. 460,849. The core 2 is formed with regular arrays of projections 4 and 6 which project from opposite sides of the layer respectively, as seen i.n cross~section in Figure 1 (which is a ~.
sectional view taken along the line 1-l marked on Figure 2).
The outer e~tremities of the pro-tuberances 4 and 6 are flat and lie in respective planes 8 and 10. The exact profile oE the protuberances 4 and 6 is not importan-t but it is desirable that they have flat outer faces as illustrated.
Figure 3 illustra-tes in cross-sec-tion one embodiment which comprises the core 2 in the form of a sheet and having a web or fabric layer 12 connected to the outer faces of the array of protuberances ~ by means of a hot mel-t adhesive. It will be appreciated that there will be interconnected voids 14 defined between the web 12 and the core The web 12 comprises a fle~ible sheet oS water permeable material such as a geote~tile filter fabric. One form of filter fabric comprises polyester spun-bonded filter material which is sometimes used in soil stabilization applications, one suitable te~tile being made by I.C.I. Limited and known as "TER~
Figure ~ illustrates the preferred form in whi.ch the sheets oE material are Eormed. In -this arrangement it will be seen that the web 12 is wider than the core 2 and is arranged to overhang the core on either side thereof so as to form an upper flap 20 and a lower flap 22 of -the geote~tile material. For a core width of say 1.2 metres the upper flap 20 is say 10cm in width whereas the lo~er flap 22 is 35cm. The -T~a~ t~
~.
material in this form can be formed in convenient lengths say 25 metres and transported in the form of a roll. The material in this form can be used mos-t advantayeously to form a sub-surface drain ad,acent to a retaininy wall, embankment or other structure which is at ]east partially covered by soil.
Figure 5 schematically illustrates the use of the device of Figure 4 in drairling a re-,aining wall 24.
The retaining wall has an inner face 26 against which the device is laid such that the projections 6 engage the face 26 a slotted conduit 28 is located adjacent to the foot 30 of the wall and the lower flap 22 of the device is ~rapped about the conduit so as to prevent soil entering the slotted conduit 28. The backfill material 32 may be then placed behind the wall such that it bears directly against the fabric layer 12, as shown. ~oisture in the backfill 32 can seep through the layer 12 into the voids 14 so that it will thereafter flow under gravity to the conduit 28 where it can be drained away, as required. The device is preferably fi~ed to the face 26 to avoid inadvertent displacement during backfilling.
Fig~lre 7 shows one convenient technique for forming a joint between sheet drainage material of the type shown in Figure 4. It will be seen that the cores of the two sheets are overlapped in a manner ~hich at least partially interlocks -them and the flap 20 is made to overlie the fabric layer of the other device. ~ strip 33 of adhesive tape may be then applied to cover any yap between the edge of the Elap 20 and the underlying fabric layer 12.
Figure 6 illustrates a preferred way of connecting the sheet material -to the slotted conduit 28. In this arrangement, the conduit 28 is formed with an opening 34 which is large enough so that -the lower edye of the core 2 can be inserted at least partially into the core of the conduit. The arrangement is such -that the opening 34 forms a mechanical interlock with the protuberances 4 and 6 of the core so as to retain the conduit 28 in position.
The flap 22 is then passed abou-t the conduit 28 as illustrated.
Figures 8 and 9 illustrate another form of the invention in which the device is in the form of a drainage strip 35 which is more suited to drainage of water from damp ground, hillsides or highway shoulders. The core 2 is preferably of the same construction as that described in Figures 1, 2 and 3 except however -that it is usually say ~lcm thick i.e.
the spacing between -the planes 8 and 10 is ~cm. The strips 35 can be made in standard widths say 20cm, 30cm, 60cm and 90cm and supplied in roll form in lenyths of say 50 metres. In this arrangemen-t, the layer 12 is wrapped about the strip of core material so as to enclose the core~ In the preferred construction -the width of the fabric 12 is somewhat greater than the periphery of the core in transverse section so that an edye region of the fabric forms an ,~
overlapping flap 36 which is adhered -to the underlying region of the fabric 12 by means of a line 38 of hot melt adhesive. One convenient arrangemen-t Eor fabricating the drainage strips is diagrammatically illustrated in Figure 10. In this arrangemen-t, the core material 2 is supplied from a roll 40 -thereof to an envelopiny station 42. The layer 12 is supplied from a roll 44 thereof to the station 42 where it is wrapped about the strip of core. Within the station 42, the line 38 of adhesive is applied to the fabric layer just prior to the flap 36 being pressed into engagement with -the underlying layer. In this arrangement -there is no need for the core 2 to be bonded to the fabric layer 12 since it is snuggly enveloped within the fabric layer.
Figure 11 illustrates a typical application of the drainage strips 35 shown in Figures 8 and ~. In this arrangement the strips are used for draining land which is prone to become sodden. The first step is to dig a trench 4~ which can be as narrow as say 10cm and -to an appropriate depth. The strip is then inserted ancl the trench is bac~filled with soil 4~ to complete the sub-terranean drain. In most applications, the deptll of the trellch can be kept constant and yet the drained wa-ter will still flow wi-thin the drainage strip, thus simplifying -the trench digging.
Figure 12 illustrates a simple techniclue for forming a joint between ends of two adjacent drainage strips. First of all, the fabric layers 12 at the ~, encls of the drainage strips are peeled back so as to expose say 3 or ~ ro~s of protuberances. These rows of protuberances are interlocked as shown in Fic~ure 12. Thereafter the fabric layer of one of -the drainage strips is replaced and subsequently the end portion 50 of the labric layer of the other drainacJe strip is then located so that it overlies the fabric layer of the other strip. A band 52 of adhesive tape completes the junction.
Figure 13 illustrates a technique whereby a T-joint can be conveniently made by a jointing technique analagous to that shown in Fiyure 12.
Briefly, par-t of the fabric layer 12 of each of the strips to be joined is partially removed to expose core portions. The end portion is then bent laterally and interlocked ~ith the e~posed portion of the core of the continuous strip. The adjacent fabric layers are folded to overlie one another, as illustrated.
Bands 52 of adhesive tape are then placed about the exposed edges of the fabric layers.
Buried ends of the strips can be covered by removal of part (say 7.5cm) of the core a-t the end of -the strip and folding -the free portions of the layer abcut the exposccl end of the core. The folded layer can be retained in position by means of adhesive tape.
Fl~ure 14 illustra-tes another form of drainage device in the form of a thin strip 53. In this '~
arrangement the core 2 is made from plastic sheet material say 0.5mrn thickness. The pro-tuberances 4 and 6 are such that the overall -thickness o~ the core is in the range 3-5mm and the spacing between the protuberances 4 being say 25mm (as for the spacing between the protuberances 6~. The width is preferclbly in the range 7.5 to 12.5cm and is supplied in rolls say 120m in length.
The drainage strips 53 are particularly suitable for deep de-watering of swampy land where construction or dry-fill is to be located.
Figure 15 illustrates a typical application of the strips. As will be seen, the strips are disposed ver-tically and in a generally uniform array in the soil mass 54 to be drained. In a typical application, the strips 53 are located at 1.2 metre centres. The strips 53 extend to an appropriate depth usually in the range of say 5 to 30 metres. A porous layer 56 say of sand is then formed at approximately ground level and the ends of the s-trips 53 exterld into the layer 56. A layer 58 of backfill or soil is then placed on the layer 56 so ~s to increase the pressure in the mass 54 to be drained. The arrangement is such tha-t water will flow into the strips 53 and then will flow upwardly to the porous layer 56 where it is then free to drain laterally. In this manner, the mass 54 can be effectively drained.
:~, Figure 16 schematically illustrates one arrangement for placement of the strips 53. In this arrangement, -the strips 53 are located within a hollow driving member 60 which is arranged to be driven into the soil mass 54 by means of a pile-driver (not shown). A head piece 62 having -the profile as il]ustrated can be loca-ted over the lower end of the member 60 so as to prevent entry of soil to its interior. The member 60 is then driven to the desired depth in the mass 54 and thereafter the member 60 withdr*wn. The head piece 62 and strip 53 will be re-tained in the soil mass 54 by virt~e of the lateral pressure of the soil.
,~,
Claims (21)
1. A drainage device comprising a cuspated sheet having a plurality of protuberances extending from at least one side thereof, each said protuberance defining a complementary shaped depression on the opposite side of said sheet, the drainage device further including at least one water permeable web, said web extending over said protuberances thereby defining interconnected spaces which constitute a passage between said web and said sheet whereby, in use, water can pass through said web and then run in said passage.
2. A device as claimed in claim 1 wherein the protuberances project from both sides of the sheet.
3. A device according to claim 2 wherein said web comprises a geotextile fabric bonded to the outer portions of the projections on one side only by means of an adhesive.
4. A device as claimed in claim 3 wherein the web extends laterally beyond the sheet so as to form longitudinally extending flaps along the sides of the device.
5. A device as claimed in claim 4 wherein the lowermost one of the flaps envelope a slotted conduit.
6. A device as claimed in claim 5 wherein the conduit has a longitudinally extending opening which receives a lower edge portion of the sheet.
7. A device as claimed in claim 1 wherein the web comprises a strip of geotextile fabric which envelopes the sheet, the width of the strip of fabric being such that one edge portion thereof overlies the other portion thereof, and wherein bonding means interconnects said overlapping portions.
8. A device as claimed in claim 7 wherein said bonding material comprises a hot melt adhesive, and wherein there is no glue or adhesive between fabric strip and the sheet.
9. A device as claimed in claim 7 wherein the thickness of the sheet is about 5cm and the width in the range 20 to 90cm.
10. A device as claimed in claim 7 wherein the thickness of the sheet is about 0.5cm and the width in the range 7.5 to 10cm.
11. A method of making the device claimed in claim 7 comprising the steps of feeding the sheet to a forming station, folding the strip of fabric to the forming station, folding the strip of fabric about the sheet such that one lateral edge of the strip of fabric overlies one face of the sheet, applying bonding means to the strip of fabric adjacent said one lateral edge and overlapping the other lateral edge of the strip of fabric, whereby the strip of fabric encircles the sheet, and withdrawing the device in strip form from the forming station.
12. A method as claimed in Claim 11 wherein the bonding means comprises a hot melt adhesive and the method includes the step of pressing said overlapping edges together for sufficient time for said edges to be bonded together.
13. A method as claimed in Claim 9 or 10 wherein the completed product is cut in predetermined lengths for rolling or folding in readiness for packaging.
14. A method of draining soil comprising the steps of digging a narrow trench placing a strip of drainage device as claimed in Claim 7 within the trench and backfilling the trench.
15. A method as claimed in Claim 12 wherein the trench is of generally constant depth.
16 A method of sub-ground de-watering comprising placing a plurality of strips of drainage devices as claimed in Claim 10 in the ground to be de-watered, said strips extending generally vertically into the ground in a generally uniform array, increasing the pressure on the ground to be de-watered whereby water enters and flows upwardly in said devices and removing the water from the devices.
17. A method as claimed in Claim 16 wherein the water is removed by providing a water permeable layer at or above ground level, the upper ends of the devices extending into said water permeable layer whereby water can pass from the devices to the water permeable layer and thence flow laterally therein.
18. A method as claimed in Claim 17 wherein the pressure increase is effected by placing a layer of soil or a construction on said water permeable layer.
19. A method of forming a joint between strips of drainage device as claimed in Claim 7 comprising the steps of peeling back the end portions of the fabric strips so as to expose end portions of the sheets overlapping the exposed end portions of the sheets aligning the devices, folding the end portions of the strips such that one end portion thereof lies adjacent the overlapped sheet portions and that the other end portion of the strip overlies said one portion.
20. A method as claimed in Claim 19 including the step of applying tape about the strips such that the tape covers the gap between said other end portion of the strip and the underlaying strip of fabric.
21. A method of forming a T-joint between two strips of drainage device as claimed in Claim 7 comprising cutting the fabric strip of a first of said devices so as to expose the sheet thereof peeling back the end portion of the fabric strip of the second of said devices so as to expose the sheet thereof overlapping the exposed portions of said sheets and folding back the portions of the fabric strips adjacent of the overlapped sheets so that the portions overlie one another and surround said sheets.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AUPF257482 | 1982-02-05 | ||
| AUPF2574/82 | 1982-02-05 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA1199188A true CA1199188A (en) | 1986-01-14 |
Family
ID=3769351
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA000420921A Expired CA1199188A (en) | 1982-02-05 | 1983-02-04 | Drainage device |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP0100332A4 (en) |
| JP (1) | JPS59500102A (en) |
| AU (1) | AU549966B2 (en) |
| CA (1) | CA1199188A (en) |
| NZ (1) | NZ203178A (en) |
| WO (1) | WO1983002790A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5056281A (en) * | 1989-06-22 | 1991-10-15 | 501 Beaver Plastics, Ltd. | Basewrap foundation wall insulation and drainage |
Families Citing this family (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0124500B1 (en) * | 1983-03-31 | 1989-08-30 | Monsanto Company | Elongated bendable drainage mat |
| DE8605696U1 (en) * | 1986-03-01 | 1986-04-10 | Deitermann Chemiewerk Gmbh & Co Kg, 4354 Datteln | Drainage mat element made of plastic for placement under paving |
| EP0244651B1 (en) * | 1986-04-09 | 1991-07-31 | Humberto Urriola | Cell like structure |
| US4749306A (en) * | 1986-09-05 | 1988-06-07 | Leucadia, Inc. | Formed corrugated plastic net for drainage applications |
| EP0278605B1 (en) * | 1987-01-21 | 1992-09-09 | Netlon Limited | Drainage material and drainage core for a drainage system |
| GB8813543D0 (en) * | 1988-06-08 | 1988-07-13 | Smith I T | Fin drain jointing system |
| US4960345A (en) * | 1989-01-27 | 1990-10-02 | Turf Drain Company Of America, Inc. | System for construction of golf course sand bunkers |
| DE8902963U1 (en) * | 1989-03-10 | 1990-07-12 | Niederberg-Chemie Gmbh, 4133 Neukirchen-Vluyn, De | |
| DE8906060U1 (en) * | 1989-05-12 | 1989-08-03 | Textec Textil Engineering Und Consulting Gmbh, 1000 Berlin, De | |
| US4956951A (en) * | 1989-06-26 | 1990-09-18 | Sealed Air Corporation | Laminated sheet for protecting underground vertical walls |
| US5076726A (en) * | 1989-09-06 | 1991-12-31 | Heath Robert G | Recreational area construction |
| US5026207A (en) * | 1989-09-06 | 1991-06-25 | Heath Robert G | Recreational area construction |
| GB2243108B (en) * | 1990-02-14 | 1994-02-23 | Ian Thomas Smith | Railway tracks |
| DE4005176A1 (en) * | 1990-02-19 | 1991-08-22 | Heinrich Willi Rosemeier | Plastics film for protection against damp - incorporates rows of conical knobs with indentation in side wall |
| GB2250762A (en) * | 1990-12-11 | 1992-06-17 | Graham Allan Feakins | Soil treatment |
| GB2253125B (en) * | 1991-02-11 | 1995-01-04 | Hepworth Building Prod | Underground drainage |
| GB2258792B (en) * | 1991-06-04 | 1996-03-13 | Alan Bamforth | Improvements in or relating to drainage elements or the like and meth od of manufacturing same |
| US5263792A (en) * | 1992-10-26 | 1993-11-23 | W. R. Grace & Co.-Conn. | Finned subterranean drainage device and method for fabricating the same |
| CA2098263A1 (en) * | 1993-06-11 | 1994-12-12 | Joseph Clement Brodeur | Earth drains |
| EP1010813A1 (en) * | 1998-12-14 | 2000-06-21 | COWAFLEX GmbH Handelsgesellschaft | Draining mat |
| GB2462994B (en) * | 2008-08-27 | 2013-01-23 | Geofabrics Ltd | Composite material for use as a liner |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3654765A (en) * | 1971-02-10 | 1972-04-11 | Research Corp | Subterranean wall drain |
| CA1015173A (en) * | 1975-07-25 | 1977-08-09 | Oleg Wager | Earth drain |
| JPS5220884U (en) * | 1975-08-01 | 1977-02-15 | ||
| FR2328800A1 (en) * | 1975-10-23 | 1977-05-20 | Luche Jean | Land drainage system - has infilled trench containing perforated corrugated pipe covered by perforated felt |
| FR2462518A1 (en) * | 1979-08-03 | 1981-02-13 | Cofrad | DRAINAGE MATERIAL AND MANUFACTURING METHOD |
| AU550382B2 (en) * | 1981-09-25 | 1986-03-20 | Hitek Construction Ltd | Drainage strip |
| EP0075993B1 (en) * | 1981-09-25 | 1986-10-29 | A.A.R.C. (Management) Pty. Limited | Drainage tube |
-
1983
- 1983-02-03 AU AU11568/83A patent/AU549966B2/en not_active Expired
- 1983-02-03 JP JP83500592A patent/JPS59500102A/en active Granted
- 1983-02-03 WO PCT/AU1983/000017 patent/WO1983002790A1/en not_active Application Discontinuation
- 1983-02-03 NZ NZ20317883A patent/NZ203178A/en unknown
- 1983-02-03 EP EP19830900545 patent/EP0100332A4/en active Pending
- 1983-02-04 CA CA000420921A patent/CA1199188A/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5056281A (en) * | 1989-06-22 | 1991-10-15 | 501 Beaver Plastics, Ltd. | Basewrap foundation wall insulation and drainage |
Also Published As
| Publication number | Publication date |
|---|---|
| EP0100332A1 (en) | 1984-02-15 |
| EP0100332A4 (en) | 1984-08-08 |
| JPS59500102A (en) | 1984-01-19 |
| NZ203178A (en) | 1986-11-12 |
| WO1983002790A1 (en) | 1983-08-18 |
| JPH0368964B2 (en) | 1991-10-30 |
| AU549966B2 (en) | 1986-02-20 |
| AU1156883A (en) | 1983-08-25 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| MKEX | Expiry |