AU596646B2 - Device for stabilizing bulk material, especially soil masses - Google Patents
Device for stabilizing bulk material, especially soil masses Download PDFInfo
- Publication number
- AU596646B2 AU596646B2 AU69208/87A AU6920887A AU596646B2 AU 596646 B2 AU596646 B2 AU 596646B2 AU 69208/87 A AU69208/87 A AU 69208/87A AU 6920887 A AU6920887 A AU 6920887A AU 596646 B2 AU596646 B2 AU 596646B2
- Authority
- AU
- Australia
- Prior art keywords
- web
- ground
- soil
- stretching
- slits
- 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.)
- Ceased
Links
- 239000002689 soil Substances 0.000 title claims abstract description 40
- 230000000087 stabilizing effect Effects 0.000 title claims abstract description 30
- 239000013590 bulk material Substances 0.000 title claims description 12
- 239000000463 material Substances 0.000 claims abstract description 14
- 238000000034 method Methods 0.000 claims abstract description 13
- 238000004873 anchoring Methods 0.000 claims abstract description 8
- 229920003023 plastic Polymers 0.000 claims description 21
- 239000004033 plastic Substances 0.000 claims description 21
- 238000004519 manufacturing process Methods 0.000 claims description 13
- 239000004576 sand Substances 0.000 claims description 5
- 238000004049 embossing Methods 0.000 claims description 3
- 230000000717 retained effect Effects 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 2
- -1 polyethylen Polymers 0.000 claims description 2
- 229920000573 polyethylene Polymers 0.000 claims description 2
- 238000003825 pressing Methods 0.000 claims description 2
- 230000005855 radiation Effects 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims 1
- 230000002349 favourable effect Effects 0.000 abstract description 3
- 229920002457 flexible plastic Polymers 0.000 abstract description 3
- 239000002994 raw material Substances 0.000 abstract description 2
- 239000004746 geotextile Substances 0.000 description 3
- 238000009877 rendering Methods 0.000 description 3
- 101100313377 Caenorhabditis elegans stip-1 gene Proteins 0.000 description 2
- 101100313382 Dictyostelium discoideum stip-2 gene Proteins 0.000 description 2
- 101100516335 Rattus norvegicus Necab1 gene Proteins 0.000 description 2
- 101150059016 TFIP11 gene Proteins 0.000 description 2
- 238000000354 decomposition reaction Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 241001609370 Puschkinia scilloides Species 0.000 description 1
- 102100027340 Slit homolog 2 protein Human genes 0.000 description 1
- 101710133576 Slit homolog 2 protein Proteins 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 239000006229 carbon black Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000011888 foil Substances 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 230000003019 stabilising effect Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/202—Securing of slopes or inclines with flexible securing means
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Fertilizers (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Crushing And Grinding (AREA)
- Adhesive Tapes (AREA)
- Toys (AREA)
- Catching Or Destruction (AREA)
- Road Paving Structures (AREA)
- Cephalosporin Compounds (AREA)
- Non-Silver Salt Photosensitive Materials And Non-Silver Salt Photography (AREA)
- Agricultural Chemicals And Associated Chemicals (AREA)
- Lubricants (AREA)
- Casings For Electric Apparatus (AREA)
- Electronic Switches (AREA)
Abstract
The invention relates to a device, esepcially for stabilizing soil material, comprising a substantially elongated web (l) which in mounted position on a support (4) forms a plurality of cells or pockets. For the purpose of providing a device which can be manufactured from inexpensive raw material, which possibly can easily decompose, and which can be manufactured in accordance with a simple and preferably known process, and at the same time render a minimum transport volume, and which in connection with soil stabilizing provides favourable anchoring in the ground which is to be soil stabilized, and which forms pockets or cells having walls extending vertically independent of the slope angle of the ground for stabilizing the soil even during heavy rain, it is according to the invention suggested that the web (l) is constituted by an initially relatively thin, substantially flat web (l), preferably of flexible plastics, which in a first direction is provided with rows of consecutively arranged slits (2,2a, 2b) which are so staggerd relative to each other that the web (l) by the stretching thereof in a second direction forms oppositely undulating strips (3a,3b,3c) which upon mounting of the web on a more or less inclined hill define side by side arranged cells or pockets (8) which can be filled with soil (9) being stabilized by the device. Due to the sharp lower edges (l0) of the undulating strips (3a,3b,3c) the device (l) in stretched condition will easily be pressed down into the ground (4) for the anchoring thereof in the ground (4), and the various degrees of stretching can be harmonized to the various angles of inclination of the ground on which the device is to be carried.
Description
I COMMONWEALTH OF AUSTRALIA PATENTS ACT 1952 Form COMPLETE SPECIFICATION FOR OFFICE USE Short Title: Int. Cl: Application Number: Lodged: 6 q 7- 8/2 Complete Specification-Lodged: Accepted: Lapsed: Published: Priority: Tblo Ju~ltl1JI flwh'L tbr amcndmelnt made updcr Section 49.
and ts oarreW tar pritin.
I i I 00 0o 0 oo o 00 0 0 0a o 00 0 0 e 0o 0000 00 0 0 0 0 Q4 0 00 Related Art: TO BE COMPLETED BY APPLICANT Name of Applicant: Address of Applicant: Actual Inventor: Address for Service: A/S PLATON N-3670 Notodden, NORWAX Carl Rolf Hallberg CRIFFITH HASSEL FRAZER 71 YORK STREET SYDNEY NSW 2000
AUSTRALIA
Complete Specification for the invention entitled: DEVICE FOR STABILIZING BULK MATERIAL, ESPECIALLY SOIL MASSES The following statement is a full description of this invention, including the best method of performing it known to me/us:- 32S2A:rk Device for stabilizing bulk material, especially soil masses.
Field of the invention The present invention relates to a device, generally for stabilizing bulk material and more specificly for stabilizing soil masses, comprising a substantially elongated web which in mounted position defines a plurality of cells or pockets.
The invention also relates to a method for stabilizing bulk material, especially soil masses.
The invention also relates to a special use of such a device.
0 00 00 0 0 °00o State of the art ea° 20 In connection with stabilizing soil masses and especially 0 °0 slopes, it is previously known various products. For example there may be used a net which is made from plastics or steel wire. These types of nets will function satisfactoryoo ly provided the slope is not too inclined and provided the 0 25 soil masses are not influenced Lby heavy rain before the 0 00 00 planting of bushes or similar.
Another type of device for stabilizing soil comprises plastics plates which are stretched in both directions after first having been provided with holes. Examples of such "plates are known from Norwegian Patent Specifications 4" 134995, 152611 and 152612. It is true that the stretching of the plates or the webs results in a net configuration which has a larger depth or thickness than usual flat wire netting, but they do not provide an earth stabilizing effect in the form of stage-wise arranged pockets.
Another product is disclosed in Finnish Patent Application 84109042.6 and Norwegian Patent Application 843270, and A S M A/S 15000 84 comprises multi-edged cells which together define an element. These elements can be interconnected to cover a slope, the elements having a certain height, for example mm., a fact which makes it possible for the elements to hold a substantial amount of soil also a slopy terrain.
However, the production of such elements involves not only a larger quantity of plastics material but also a more costly production as such. Besides, the elements require a large volume during transport, a fact which involves higher transport expenses even if the elements to a certain degree can be stacked on top of each other.
Further, there are known so-called semi-stiff, three-dimensional geotextiles of honeycomb type made from 0 o 0 °o r non-woven polyester for stabilising the top layer of road o 15 embankments, river-banks and similar. This type of CIO 6 stablising device can be transported in collapsed form and 0, is easy to put into position on the place of use. However, s 0. the production of such geotextiles is very sofisticated and "oao costly, the product itself being too soft for rendering a sufficient anchoring effect in the ground onto which it is to be mounted. Besides, the walls of the cell structure of Goo the finished mounted geotextile will extend under a right o o angle, from the plane of the ground, also when an inclined 0oB slope is the case, a fact which involves that the soil which 00 025 has been filled into the cells and is to be stabilized, more easily will flow out of the cells or pockets due to heavy 0 °t rain showers.
General description of the invention 30 The aim of the present invention is to provide a device tI for stabilizing bulk material, which ameliorates many of the problems associated with the prior art.
Accordingly, the present invention provides a device, especially for stabilizing bulk material, comprising initially relatively thin, substantially flat web, which in a first direction is provided with rows of consecutively arranged slits, which are staggered relative to each other, characterized in that in the area of one or more slits there 0319s/KLH~ 0 -A 2 I C- CC~ is provided a bulge or embossing which during the stretching of the web serve for the undulating of the corresponding strip portion in a predetermined direction relative to the other strip portions, so that the web after the stretching thereof forms oppositely undulating strips defining side by side arranged cells or pockets which can be filled with soil which is stabilized by the device.
Advantages of the preferred embodiment of the present invention are that: 1. It can be manufactured from relatively inexpensive raw material.
a o io oo 2. The speed of disintegration can be varied, from for 15 example easily decomposable in connection with soil areas ooo which are easily overgrown, to a disintegration which takes place over several years.
uo o 3. The process of manufacture can be simple and preferably based on prior art.
0 ,s 4. The device requires a small ttanspcort volume and the mounting on the site should be siple.
a 25 5. The device can have an inherent good faculty of anchoring.
S6. The cells or the pockets which are formed during mounting can have walls which possibly can be regulated, and which preferably extend vertically independent of the inclination of the slope for optimal the stabilizing effect
A
on the occurance of heavy rain showers.
In the present invention, a flat web is taken as a basis for the present device, said web being provided with the above stated slits, and allowing for production in P.LAV larger or lesser rolls for storage and transport. Thus, the Sweb can be transported to the place of use in rolls 0319s/KLH 3 I- o rendering a minimum transport volume. Only at the site, ie.
after the web has been spread out on the ground and has been stretched in the direction transversely to the slits, there will be formed upwardly extending backs or walls, which in turn form pockets which stabilize the soil which after the stretching is filled into the pockets of the device. The web can then in advance have been cut in appropriate lengths depending on the landscape or the ground which is to be prepared for soil stabilizing.
During the mounting of tilhe device, this is not subjected to any permanent deformation, since the soil masses which are filled into the pockets will keep the web in position in "stretched" condition.
0o", Another special feature of the present device is related to the small thickness of the web, the stretching C. 0 thereof implying that sharp lower edges appear along the undulating strips, and said sharp edges can easily be S° pressed into the ground when mounting the web on the site, a fact which entails a secure anchoring of the device even in steep slopes.
A further feature of the present device is to the fact that by various degrees of stretching there can be achieved °oo o various mutual angles between the wall portions of the undulAted strips, and that various degrees of stretching can be used for various slope angles of the ground which is to .0 carry the device. Various degrees of stretching will also "S give different sizes of the cells or pockets, giving larger possibility of selecting a device structure depending on the or shape of the terrain.
Alternatively, the device may be placed on a support and serve as a guard for sand, snow or similar.
To achieve a correct direction of the undulation of the strips during mounting of the device according to the invention, the plastics web may during the production thereof while still being soft and hot, be subjected to an initial stretching transversly to the slits. This initial IV 4 stretching may be effected so far that the individual strip Sj) portions have embedded thereinto a "thermal memory", or a 0319s/KLH 4 C- permanent initial plastic deformation which is to point our the direction in which the strip portions are to undulate during the final and complete stretching of the web on site.
For example, the "thermal memory" or the initial stretching may be effected in the area of the slits, for example by means of combined slitting and pressing rollers.
This small pre-stretching will give some bulging of the said strip portions, especially in the area of the slits, but the flexible web will still be substantially flat and can thus be tightly rolled up in rolls for storage and transport.
Possibly, the slits may at each end be provided with curved portions for resisting breakage when the web is stretched.
15 Further, the web may be laminated with a suitable woven or knitted cloth, especially for reinforcing the end portions of the slits.
Preferably the web is manufactured from plastics, for iooo ~ooo 4 :i 4 08
)O
U
ia it io nR o examo 0 3 0,- 3) 33 -3 3:3 33 33l~ 0 3 00 0 '3*44 3 0 0319s/]CLH 5 __ly F' pie polyethylen. Suitable additives to the plastics may vary the resistance agianst decomposition.
Brief description of the drawings The invention will in the following be further disclosed with reference to the attached Figures illustrating embodiments and fields of application for the present stabilizing device.
Fig. 1 is a schematic plan view of a web forming the basis of an embodiment of the present device.
Fig. la is a section of a web according to the invention, whereas o Fig. Ib is an enlarged fraction of an area of the device according to Fig. la.
4.
20 Fig. 2a is a perspective view illustrating the various phaces of the stabilizing process in which the device according to the invention is to be used, the upper part of the Figure illustrating the device in mounted position, the o 2 center portion of the Figure illustrating the device covered with soil material, and the lower portion of the Figure illustrating the stabilized area after a growing season.
I.
Fig. 2b is an enlarged fraction of the area indicated in Fig. 2a.
Fig. 3 illustrates on a larger scale a fraction of a section through the device according to Fig. 2a as seen in the direction III-11 in Fig. 2a.
Description of preferred embodiments In Fig. 1 which illustrates schematicly a top view of a web which forms the basis of an embodiment of a device according to the invention used as a soil stabilizing device, A SM. AIS. 15,000 6.84 a
Q
a a 4 4 o 4o c the web itself is designated by reference numeral 1, the web appropriately being manufactured through an extrusion or calender process of a plastics material to a web having a thickness from for example 0.1 to 6 mm. The thin substantially plane web 1 of preferably flexible plastics material is during the manufacturing provided with rows of consequtively arranged slits, for example by punching or slitting, the slits 2 in the first row being arranged substantially with even spacing, whereas the slits 2a of the adjacent row is arranged with the same spacing but staggert relative to the slits 2 of the first row. The next row of slits 2b are provided parallel to the slits 2 of the first row, and there is in this way provided a slit pattern which by an appropriate stretching of the web 1 creates oppositely undulating strips 3a,3b,3c etc., as this is specially appearent from Fig. 2a.
The plastics web which in Fig. 1 is designated by 1, is during the manufacturing thereof slitted or punched, so as 20 to comprise a plurality of rows of slits 2,2a,2b etc., the number of rows being chosen according to the field of application of the finished manufactured web. Thus, the web can be manufactured in desired width and can be delivered as rolls or as individual web-shaped plates. In Fig. la 25 there is shown a section of a web 1 which has been rolled or spread out on a support onto which the soil masses are to be stabilized. If the slits are made transversely to the production line direction of the web and the web is rolled up in this direction, a web which is rolled out on site will there be stretched in the longitudinal direction, i.e.
in the same direction as the rolling out.
When the plastics foil or plastics web 1 has been rolled out or spread out on a support, for example a sloping ground 4, as this appears from Fig. 2a, there will by appropriate stretching of the web 1 as symbolized by the arrow P in Fig. la, be provided oppositely undulating strips 3a,3b,3c. These strips will have alternating concave and convex portions 5 and 6, respectively, as a result of the A.SM. AIS 15.000. 684 r 5--w 'I 5-l 7 o0 00 O o o 0 00 0 0 0000 00 0 o o (1 on 0 00 0 0 00 0 *00 0 0 0 00 00 0 0 0 0 00 0 0 00 0 0 0 o0 0404 0 B a 4 t slits 2,2a,2b, whereas at the interconnected web zones retained between the slits, here the zones 7, here will have a relatively straight form. In other words, there are provided side by side arranged or stage-shaped cells or pockets 8 which can be filled with soil which is stabilized by the device 1.
At the top of Fig. 2a there is shown a fraction of a web-i which has been stretched transverslyto the slits, and which has been placed on a sloping ground 4, for example of soil.
or gravel, whereas in the middle of Fig. 2a it is shown how the cells or the pockets 8 have been filled with soil 9 which is stabilized by the device 1. The stretching gives the web 1 a substantially non-permanent deformation which 15 however will be retained by the filling of soil mass 9. The upwardly extending backs or walls of the undulations 3a,3b, 3c do not only form pockets 8 but also render a favourable anchoring due to the sharp lower edges 10 which bury themselves fairly well into the ground, as this is especially 20 illustrated in Fig. 2b.
Because the web 1 in its stretched condition can be pressed deeply into the ground, it will not slide even in steep slopes. This condition is eve better illustrated in Fig. 3, 25 in which the device 1 is pressed down into an especially steep hill 4a, and in which the walls of the undulations 3a,3b,3c will still extend vertically from the ground for the forming of cells or pockets 8 having vertical backs or walls. This vertical arrangement of the backs or the walls will aside from rendering a favourable anchoring also give an especially good stabilization of the soil 9 and the pockets during heavy rain.
As appearing from fig. Ib there may in the area of each slit 2,2a,2b etc. be arranged bulge or embossing 11, which during the stretching of the web 1 will aid in that the corresponding stip portion will undulate in the correct direction irelative to other stip portions.
A.S M AS 15.000, 684 T I_ iur~-r~ An alternative way to have the individual strip portion undulate in the correct direction during the stretching of the web on site, is to the fact that the plastics web when this is still soft and hot during the production thereof, is subjected to an introductory stretching in the area of the slits, as this is further disclosed in the preamble of the specification.
In Fig. la there is also illustrated a fixing peg 12 which during the speading of the web 1 on a sloping ground 4, is.
inserted through a slit 2 below the upper strip 3a, the peg 12 at its lower end being provided with barbs 12a serving for the attachement to the ground, and which at its upper portion is provided with arms 12b for supporting the upper 15 strip 2 when the web 1 is stretched out as illustrated in oo o Fig. 2a.
0 0 At the bottom of fig. 2a it is shown how the landscape, in which is utilized the soil stabilizing device according to the invention, can appear after a growth season, the top of o the soil 9 now being overgrown by a lawn 13 having its 0 u roots extending down into the soil 9.
o, a It is to be understood that in the openings or the pockets 25 8 in the web 1 there can also be planted bushes or similar, all in dependence of the landscape which is to be shaped by means of the soil stabilizing device.
ft 4 The material from which the web 1 is to be manufactured, can for example be a plastics material filled with carbon black, a fact which randers the plastics very resistans to decomposition. Possibly, the plastics may be manufactured without any fillers or be mixed with pigments making the web chemically unstable, a fact which involves that the plastics will disappear after some years out in nature.
If there is used a thicker plastics web as a soil stabilizing device it may be necessary to use machanical power for the stretching thereof. This may in some cases be necessa- ASM AIS 15.000 6B.
ry, but the web is preferably manufactured as a flexible plastics web which can be stretched on site by means of manual force.
Possibly it may in connection with thicker plastics webs be used heat treatment, such that the plastics in its stretched condition will retain its stretched configuration, and the web could then be used for heavier stabilizing objectives, for example stabilizing temporary roads or areas, military airports or similar.
Alternatively, the present device can be mounted on a support to serve as a guard for sand, snow or similar.
t p 15 In this connection it may be appropriate to use a somewhat 9 thicker web which is stretched on a rack or rail or between poles which are located along a railway or a road being o, especially exposed for the accumulation of whirling snow or 1 sand. By means of the present device the snow or sand partides could be guided so as to be collected in snowdrifts or sandheaps where they are apt to make the least damage, respectively are to least inconvenience.
It is to be understood that the device according to the in- 4 0 25 vention also can be used as awning, for example for protection against sunshine, light, radiation etc.
401 Of course it can in this connection be used materials of various quality, colour, translucence etc. The device can then be pre-mounted on a frame which can be mounted in position on the site where it is to be used.
AS M AIS S. 000.4 8 "y It is also to be understood that the device for stabilizing masses, especially soil masses, can be filled with other material than earth or soil masses. In connection with for example steep river banks etc. which are to be covered with concrete or similar curing materials, the device according to the invention can be mounted on the ground to be stabilized, and thereafter filled with example non-cured concrete which is supported by the pockets formed by the present web Thus, the mounted web will facilitate the spreading of the material to be cured and allow for an even distribusion thereof due to the pocket configuration of the web.
or o a 0 4871S/SB 1 487oS/S
Claims (15)
1. A device, especially for stabilizing bulk material, comprising initially relatively thin, substantially flat web, which in a first direction is provided with rows of consecutively arranged slits, which are staggered relative to each other, characterized in that in the area of one or more slits there is provided a bulge or embossing which during the stretching of the web serve for the undulating of the corresponding strip portion in a predetermined direction relative to the other strip portions, so that the web after the stretching thereof forms oppositely undulating strips defining side by side arranged cells or pockets which can be a 15 filled with soil which is stabilized by the device.
2. Device as claimed in claim 1 characterized in that the substantially flat web is made from a flexible material.
3. Device as claimed in claim 1 or 2, characterized in that the web comprises a "thermal memory" or an introductory transverse stretching which is effected during the production of a plastics web, and which will initiate the direction in which the strips are to undulate during the final stratching on site.
4. Device as claimed in anyone of the preceding claims, characterized in that the "thermal memory" or the initial stretching may be effected in the area of the slits, for example by means of combined slitting and pressing rollers. Device as claimed in any one of the preceding claims, characterized in that the oppositely undulating strips which are formed by the stretching of the web comprise undulating edge portions which can easily be pressed down into the ground and thereby ensure anchoring of the device on site. 0319s/KLH 11
6. Device as claimed in anyone of the preceding claims, characterized in that various degrees of stretching of the web renders various mutual angles between the wall portions of the oppositely undulating strips so that various degrees of stretching can be used in dependence of the sloping angle of the ground which is to carry the device.
7. Device as claimed in anyone of the preceding claims, characterized in that at the ends of the slits of the web there are provided curved portions to resist breakage when the web is stretched transversely relative to the slits.
8. Device as claimed in any of the preceding claims, characterized in that the web is laminated with a suitable woven or knitted cloth for further reinforcement of the end portions of the slits.
9. Device as claimed in any of the preceding claims, characterized in that the web is manufactured from plastics, for example polyethylen. Method for stabilizing bulk material, especially soil masses, including the use of a relatively thin, substantially flat web which in a first direction is provided with rows of consecutively arranged slits, the web in suitable lengths being spread out on a flat or sloping ground which is to be soil stabilized, characterized in that there is used a web during its manufacture provided with bulges or like means which ensure a predermined undulation of strips when said web is stretched in a second direction that the web after being spread out on the ground at its one longitudinally extending edge being attached to the ground by means of appropriate fixing means, and that the web thereafter is stretched in the second direction of the forming of oppositely undulating strips which in turn define side by side arranged cells or pockets which can be filled with soil which is stabilized by the device. 0319s/KLH, -12- AlIS JLr _L~ Ar
11. Method as claimed in claim i, characterized in that the web used is made from a flexible material.
12. Method as claimed in claims 10 to 11, characterized in that the web after the stretching will have its lower edge portions of the individual undulated strips, pressed into the ground for anchoring of the device in the ground.
13. Method as claimed in anyone of claims 10 to 12, characterized in that the web on the site of use is stretched in the second direction for through non-permanent deformation to define said cells or pockets, the deformation o obeing retained by the filling of soil in said cells or 0,0 pockets. QO o°
14. Method for stabilizing bulk material, characterized in that there is used a relatively thin, substantially flat 0 00 web, which in a first direction is provided with rows ot slits, the web during its manufacture being provided with bulges or like means which ensure a predetermined undulation of strips when said web is stretched in a second direction, the web in a suitable length is attached to a rack along one a of its end edges, and that the web is thereafter stretched .4in a second direction for the forming of oppositely undulating strips which in turn define side by side arranged cells or pockets serving to guard against whirling sand, snow or similar. i: A method as claimed in claim 14, characterized in that the web used is made from a flexible material.
16. The use of a device as claimed in one of the claims 1 to 13 as an awning, for examiple for protection against sunshine, light, radiation etc.
17. Device for stabilizing bulk material substantially as herein described with reference to the accompanying drawings. 0319s/KLH 13
18. Method of stabilizing bulk material substantially as herein described with reference to the accompanying drawings. DATED this 12th day of October, 1989 A/S PLATON By their Patent Attorneys GRIFFITH HACK CO. *a 1 a 0 a a a a a a a a a a a .a a a a a a a a a a a a a a 0319S/KLH 14
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| NO860684 | 1986-02-24 | ||
| NO860684 | 1986-02-24 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| AU6920887A AU6920887A (en) | 1987-08-27 |
| AU596646B2 true AU596646B2 (en) | 1990-05-10 |
Family
ID=19888771
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AU69208/87A Ceased AU596646B2 (en) | 1986-02-24 | 1987-02-24 | Device for stabilizing bulk material, especially soil masses |
Country Status (16)
| Country | Link |
|---|---|
| EP (1) | EP0235101B1 (en) |
| JP (2) | JPS62197522A (en) |
| CN (1) | CN1007365B (en) |
| AT (1) | ATE55439T1 (en) |
| AU (1) | AU596646B2 (en) |
| BG (1) | BG48813A3 (en) |
| BR (1) | BR8700619A (en) |
| CA (1) | CA1265679A (en) |
| DE (1) | DE3764115D1 (en) |
| DK (1) | DK83887A (en) |
| ES (1) | ES2017107B3 (en) |
| FI (1) | FI870085A7 (en) |
| GR (1) | GR3000709T3 (en) |
| IL (1) | IL81369A0 (en) |
| NZ (1) | NZ219238A (en) |
| YU (1) | YU11687A (en) |
Families Citing this family (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE690356A (en) * | 1965-12-02 | 1967-05-02 | ||
| HUT43659A (en) * | 1986-01-28 | 1987-11-30 | Laszlo Varkonyi | Flexible structure for preventing earthworks, bed walls and for limiting base |
| JPH0612524U (en) * | 1992-07-14 | 1994-02-18 | バンドー化学株式会社 | Drain material |
| DE4422337A1 (en) * | 1994-06-27 | 1996-01-04 | Henkel Kgaa | Molded parts for securing embankments |
| FR2728597B1 (en) * | 1994-12-21 | 1997-03-14 | Bidim Geosynthetics Sa | METHOD FOR REALIZING A REINFORCED BASE OF A BACKFILL |
| FR2872529B1 (en) * | 2004-07-02 | 2007-08-31 | Afitex Sa | EARTH RETENTION POCKET EQUIPMENT AND METHOD OF MANUFACTURING SUCH EQUIPMENT |
| US7556800B2 (en) * | 2004-07-09 | 2009-07-07 | Viscofan, S.A | Universal fishing bait based on filaments or strips of fibrous collagen |
| CN108643201B (en) * | 2018-05-11 | 2019-10-15 | 广东中绿园林集团有限公司 | A kind of steady type slope ecological prosthetic device and restorative procedure |
| CN114482084B (en) * | 2021-12-06 | 2022-12-06 | 中铁二院北方勘察设计有限责任公司 | Construction method of soil slope protection structure |
| CN114486448B (en) * | 2022-02-17 | 2024-04-12 | 南京工程学院 | Manufacturing method of stretching soil sample multi-angle V or U-shaped crack |
| CN114855700B (en) * | 2022-04-15 | 2024-02-02 | 安徽欣禹水电建筑安装有限责任公司 | An ecologically integrated protective slope structure for water conservancy projects |
| CN115652962A (en) * | 2022-11-14 | 2023-01-31 | 青岛旭域土工材料股份有限公司 | Board and cascaded geotechnique's check room are used to geotechnique's check room |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2911794A (en) * | 1955-11-04 | 1959-11-10 | Louis O Pearson | Retaining wall |
| CA1161618A (en) * | 1982-03-18 | 1984-02-07 | Rudolf Parnigoni | Method of forming a net-like structure |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH491253A (en) * | 1968-03-26 | 1970-05-31 | Breveteam Sa | Flat structures for reinforcing building panels and for protecting against earth and snow movements |
| JPS5017008A (en) * | 1973-06-18 | 1975-02-22 | ||
| JPS5616730A (en) * | 1979-02-24 | 1981-02-18 | Kiyoshi Yamamoto | Filling soil material for slope face and application of the same |
| FI67112C (en) * | 1983-08-19 | 1985-01-10 | Toijalan Kotelotehdas Ky | ELEMENT FOER ATT HINDRA VAEXTMEDIUM FRAON ATT GLIDA NED PAO SLTTANDE YTOR |
| DE3681852D1 (en) * | 1985-01-14 | 1991-11-14 | Earthnics Corp | MATERIAL AND METHOD FOR THE PRODUCTION THEREOF, METHOD FOR PROTECTING NORMAL SURFACES AND METHOD FOR THE PRODUCTION OF NORMAL FRAMEWORK USING THIS MATERIAL. |
-
1987
- 1987-01-09 FI FI870085A patent/FI870085A7/en not_active Application Discontinuation
- 1987-01-16 ES ES87850010T patent/ES2017107B3/en not_active Expired - Lifetime
- 1987-01-16 EP EP87850010A patent/EP0235101B1/en not_active Expired - Lifetime
- 1987-01-16 DE DE8787850010T patent/DE3764115D1/en not_active Expired - Fee Related
- 1987-01-16 AT AT87850010T patent/ATE55439T1/en not_active IP Right Cessation
- 1987-01-23 IL IL81369A patent/IL81369A0/en unknown
- 1987-01-28 YU YU00116/87A patent/YU11687A/en unknown
- 1987-02-03 JP JP62021917A patent/JPS62197522A/en active Pending
- 1987-02-04 CA CA000528980A patent/CA1265679A/en not_active Expired - Fee Related
- 1987-02-11 BR BR8700619A patent/BR8700619A/en unknown
- 1987-02-11 NZ NZ219238A patent/NZ219238A/en unknown
- 1987-02-18 BG BG078547A patent/BG48813A3/en unknown
- 1987-02-19 DK DK083887A patent/DK83887A/en not_active Application Discontinuation
- 1987-02-24 JP JP62041260A patent/JPS62273326A/en active Pending
- 1987-02-24 AU AU69208/87A patent/AU596646B2/en not_active Ceased
- 1987-02-24 CN CN87100916A patent/CN1007365B/en not_active Expired
-
1990
- 1990-08-09 GR GR90400534T patent/GR3000709T3/en unknown
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2911794A (en) * | 1955-11-04 | 1959-11-10 | Louis O Pearson | Retaining wall |
| CA1161618A (en) * | 1982-03-18 | 1984-02-07 | Rudolf Parnigoni | Method of forming a net-like structure |
Also Published As
| Publication number | Publication date |
|---|---|
| DK83887D0 (en) | 1987-02-19 |
| ES2017107B3 (en) | 1991-01-01 |
| FI870085A0 (en) | 1987-01-09 |
| IL81369A0 (en) | 1987-08-31 |
| GR3000709T3 (en) | 1991-10-10 |
| NZ219238A (en) | 1990-09-26 |
| DE3764115D1 (en) | 1990-09-13 |
| BG48813A3 (en) | 1991-05-15 |
| CN87100916A (en) | 1987-10-28 |
| BR8700619A (en) | 1987-12-15 |
| CA1265679A (en) | 1990-02-13 |
| EP0235101B1 (en) | 1990-08-08 |
| YU11687A (en) | 1990-12-31 |
| JPS62273326A (en) | 1987-11-27 |
| CN1007365B (en) | 1990-03-28 |
| FI870085A7 (en) | 1987-08-25 |
| JPS62197522A (en) | 1987-09-01 |
| EP0235101A2 (en) | 1987-09-02 |
| DK83887A (en) | 1987-08-25 |
| ATE55439T1 (en) | 1990-08-15 |
| EP0235101A3 (en) | 1987-10-14 |
| AU6920887A (en) | 1987-08-27 |
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