EP0235101B1 - Device for stabilizing bulk material, especially soil masses - Google Patents
Device for stabilizing bulk material, especially soil masses Download PDFInfo
- Publication number
- EP0235101B1 EP0235101B1 EP87850010A EP87850010A EP0235101B1 EP 0235101 B1 EP0235101 B1 EP 0235101B1 EP 87850010 A EP87850010 A EP 87850010A EP 87850010 A EP87850010 A EP 87850010A EP 0235101 B1 EP0235101 B1 EP 0235101B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- web
- ground
- soil
- stretching
- pockets
- 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 - Lifetime
Links
- 239000002689 soil Substances 0.000 title claims abstract description 40
- 230000000087 stabilizing effect Effects 0.000 title claims abstract description 27
- 239000013590 bulk material Substances 0.000 title claims description 5
- 239000000463 material Substances 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims abstract description 9
- 238000004873 anchoring Methods 0.000 claims abstract description 8
- 229920003023 plastic Polymers 0.000 claims description 22
- 239000004033 plastic Substances 0.000 claims description 22
- 238000004519 manufacturing process Methods 0.000 claims description 12
- 239000004576 sand Substances 0.000 claims description 5
- 230000000717 retained effect Effects 0.000 claims description 4
- 238000004049 embossing Methods 0.000 claims description 2
- 239000004744 fabric Substances 0.000 claims description 2
- -1 polyethylene 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
- 241000156961 Coenonympha Species 0.000 claims 1
- 239000004698 Polyethylene Substances 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 claims 1
- 230000002349 favourable effect Effects 0.000 abstract description 4
- 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
- 238000000354 decomposition reaction Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 101100313377 Caenorhabditis elegans stip-1 gene Proteins 0.000 description 1
- 101100313382 Dictyostelium discoideum stip-2 gene Proteins 0.000 description 1
- 241001609370 Puschkinia scilloides Species 0.000 description 1
- 101100516335 Rattus norvegicus Necab1 gene Proteins 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
- 101150059016 TFIP11 gene Proteins 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
- 239000002245 particle Substances 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
- 238000011105 stabilization Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
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
Definitions
- 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.
- Another type of device for stabilizing soil comprises plastics plates which are streched in both directions after first having been provided with holes. Examples of such plates are known from Norwegian Patent Specifications 134 995, 152 611 and 152612.
- the walls of the cell structure of the completely installed geotextile will extend under a right angle from the plane of the ground, also when an inclined slope is the case, a fact which involves that the soil which has been filled into the cells and is to be stabilized, more easily will flow out of the cells or pockets due to heavy rain showers.
- the object of the present invention is first of all to give instructions for a device for stabilizing soil masses, and then a device which does not suffer from the disadvantages inherent in the prior art devices, the favourable characteristics thereof being preferably retained.
- the above requirements are met in connection with a device of the type stated in the preamble, which is characterized in that the web is constituted by an initially relatively thin, substantially plane web, preferably made of bendable plastics, which in one direction is provided with rows of subsequently arranged slits which are so staggerd relative to each other that the web when being stretched transversly relative to the slit form oppositely undulated strips which through a suitable mounting define side by side arranged cells or pockets.
- the transversely stretched device By spreading the transversely stretched device on a slope, the cells or pockets can be filled with soil which is to be stabilized by the device.
- 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 larger or lesser rolls for storage and transport.
- the web can be transported to the place of use in rolls rendering a minimum transport volume. Only at the site, i.e. 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 apropriate lengths depending on the landscape or the ground which is to be prepared for soil stabilizing.
- Another special feature of the present device is related to the small thickness of the web, the stretching thereof implying that sharp lower edges appear along the undulating strips, and said sharp edges can easily be 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 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 carry the device.
- Various degrees of stretching will also give different sizes of the cells or pockets, giving larger possibility of selecting a device structure depending on the shape of the terrain.
- the device may be placed on a support and serve as a guard for sand, snow or similar.
- each slit there may be provided an edge area taking the form of bulging or embossment, which in connection with the stretching will ensure that the undulation of the corresponding strip portions takes place in the right direction relativ to other strip portions.
- 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 stretching may be effected so far that the individual strip portions have embedded thereinto a "thermal memory", or a permanent initial plastic deformation which is to point out the direction in which the strip portions are to undulate during the final and complete stretching of the web on site.
- the slits may at each end be provided with curved portions for resisting breakage when the web is stretched.
- the web may be laminated with a suitable woven or knitted cloth, especially for reinforcing the end portions of the slits.
- the web is manufactured from plastics, for exam ple polyethylen.
- Suitable additives to the plastics may vary the resistance agianst decomposition.
- 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 I creates op- positily undulating strips 3a,3b,3c etc., as this is specially appearent from Fig. 2a.
- the plastics web which in Fig. I is designated by I is during the manufacturing thereof slitted or punched, so as 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.
- the web can be manufactured in desired width and can be delivered as rolls or as individual web-shaped plates.
- Fig. la there is shown a section of a web I 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.
- Fig. 2a At the top of Fig. 2a there is shown a fraction of a web I which has been stretched transversly to 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 I.
- the stretching gives the web I a substantially non-permanent deformation which 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 illustrated in Fig. 2b.
- the web I 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, in which the device I 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.
- each slit 2,2a,2b etc. may in the area of each slit 2,2a,2b etc. be arranged bulge or embossing II, which during the stretching of the web I will aid in that the corresponding stip portion will undulate in the correct direction relative to other strip portions.
- Fig. la there is also illustrated a fixing peg 12 which during the speading of the web I 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 strip 2 when the web I is stretched out as illustrated in Fig. 2a.
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- 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)
- Agricultural Chemicals And Associated Chemicals (AREA)
- Non-Silver Salt Photosensitive Materials And Non-Silver Salt Photography (AREA)
- Electronic Switches (AREA)
- Adhesive Tapes (AREA)
- Toys (AREA)
- Catching Or Destruction (AREA)
- Crushing And Grinding (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Casings For Electric Apparatus (AREA)
- Road Paving Structures (AREA)
- Lubricants (AREA)
- Cephalosporin Compounds (AREA)
Abstract
Description
- 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.
- In connection with stabilizing soil masses and especially 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 satisfactorily provided the slope is not too inclined and provided the soil masses are not influenced by heavy rain before the planting of bushes or similar.
- Another type of device for stabilizing soil comprises plastics plates which are streched in both directions after first having been provided with holes. Examples of such plates are known from Norwegian Patent Specifications 134 995, 152 611 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.
- DE-A 1 915 523 discloses another type of soil stabilizing device and such includes slotted sheet material inteded on stretching to form undulating soil engaging projections. Still another product 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 90 mm., a fact which makes it possible for the elements to hold a substantial amount of soil also in 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 expences even if the elements to a certain degree can be stacked on top of each other.
- Further, there are known so-called semi-rigid, three-dimensional geotextiles of honeycomb type made from non-woven polyester for stabilizing the top layer of road embankments, river-banks and similar. This type of stabilizing device can be transported in collapsed form and is easy to put into position on the site of use. However, the production of such geotextiles is very sophisticated and 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 the completely installed geotextile will extend under a right angle from the plane of the ground, also when an inclined slope is the case, a fact which involves that the soil which has been filled into the cells and is to be stabilized, more easily will flow out of the cells or pockets due to heavy rain showers.
- The object of the present invention is first of all to give instructions for a device for stabilizing soil masses, and then a device which does not suffer from the disadvantages inherent in the prior art devices, the favourable caracteristics thereof being preferably retained.
- In other words, according to the invention it is aimed for a soil stabilizing device conforming to the following requirements:
- I. It is to be manufactured from relatively inexpensive raw material.
- 2. The speed of disintegration should be varied, from for example easily decomposable in connection with soil areas which are easily overgrown, to a disintegration which takes place over several years.
- 3. The process of manufacture should be simple and preferably based on prior art.
- 4. The device should require a small transport volume and the mounting on the site should be simple.
- 5. The device should have an inherent good faculty of anchoring.
- 6. The cells or the pockets which are formed during mounting should have walls which possibly can be regulated, and which preferably should extend vertically independent of the inclination of the slope to optimize the stabilizing effect on the occurance of heavy rain showers.
- According to the invention the above requirements are met in connection with a device of the type stated in the preamble, which is characterized in that the web is constituted by an initially relatively thin, substantially plane web, preferably made of bendable plastics, which in one direction is provided with rows of subsequently arranged slits which are so staggerd relative to each other that the web when being stretched transversly relative to the slit form oppositely undulated strips which through a suitable mounting define side by side arranged cells or pockets. By spreading the transversely stretched device on a slope, the cells or pockets can be filled with soil which is to be stabilized by the device.
- In other words, 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 larger or lesser rolls for storage and transport. Thus, the web can be transported to the place of use in rolls rendering a minimum transport volume. Only at the site, i.e. 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 apropriate lengths depending on the landscape or the ground which is to be prepared for soil stabilizing.
- During the mounting of the 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.
- Another special feature of the present device is related to the small thickness of the web, the stretching thereof implying that sharp lower edges appear along the undulating strips, and said sharp edges can easily be 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 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 carry the device. Various degrees of stretching will also give different sizes of the cells or pockets, giving larger possibility of selecting a device structure depending on the shape of the terrain.
- Alternatively, the device may be placed on a support and serve as a guard for sand, snow or similar.
- In the area of each slit there may be provided an edge area taking the form of bulging or embossment, which in connection with the stretching will ensure that the undulation of the corresponding strip portions takes place in the right direction relativ to other strip portions.
- 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 stretching may be effected so far that the individual strip portions have embedded thereinto a "thermal memory", or a permanent initial plastic deformation which is to point out 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.
- 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 exam ple polyethylen. Suitable additives to the plastics may vary the resistance agianst decomposition.
- 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. I 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
- Fig. Ib is an enlarged section of an area of the device according to Fig. la.
- 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 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.
- 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-III in Fig. 2a.
- In Fig. I 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, the web itself is designated by reference numeral I, 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 I 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 theslits 2 of the first row. The next row ofslits 2b are provided parallel to theslits 2 of the first row, and there is in this way provided a slit pattern which by an appropriate stretching of the web I creates op- positily undulating strips 3a,3b,3c etc., as this is specially appearent from Fig. 2a. - The plastics web which in Fig. I is designated by I, is during the manufacturing thereof slitted or punched, so as to comprise a plurality of rows of
slits - When the plastics foil or plastics web I 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 I 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 theslits - At the top of Fig. 2a there is shown a fraction of a web I which has been stretched transversly to 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 I. The stretching gives the web I a substantially non-permanent deformation which however will be retained by the filling of soil mass 9. The upwardly extending backs or walls of theundulations 3a,3b, 3c do not only formpockets 8 but also render a favourable anchoring due to the sharplower edges 10 which bury themselves fairly well into the ground, as this is especially illustrated in Fig. 2b. - Because the web I 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, in which the device I 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 - 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 I on a sloping ground 4, is inserted through aslit 2 below the upper strip 3a, thepeg 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 witharms 12b for supporting theupper strip 2 when the web I is stretched out as illustrated in Fig. 2a. - 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 the soil 9 now being overgrown by a
lawn 13 having its roots extending down into the soil 9. - It is to be understood that in the openings or the
pockets 8 in the web I 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. - The material from which the web I is to be manufactured, can for example be a plastics material filled with carbon black, a fact which renders the plastics very resistant to decomposition. Possibly, the plastics may be manufactured without any fillers or be mixed with pigments making the web chemically instable, 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 mach- anical power for the stretching thereof. This may in some cases be necessary, 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.
- In this connection it may be appropriate to use a somewhat thicker web which is stretched on a rack or rail or between poles which are located along a railway or a road being especially exposed for the accumulation of whirling snow or sand. By means of the present device the snow or sand particles 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 invention also can be used as awning, for example for protection against sunshine, light, radiation etc.
- 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.
Claims (13)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT87850010T ATE55439T1 (en) | 1986-02-24 | 1987-01-16 | DEVICE FOR STABILIZING BULK MATERIALS, ESPECIALLY SOIL. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO860684 | 1986-02-24 | ||
NO860684 | 1986-02-24 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0235101A2 EP0235101A2 (en) | 1987-09-02 |
EP0235101A3 EP0235101A3 (en) | 1987-10-14 |
EP0235101B1 true EP0235101B1 (en) | 1990-08-08 |
Family
ID=19888771
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP87850010A Expired - Lifetime EP0235101B1 (en) | 1986-02-24 | 1987-01-16 | 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) | FI870085A (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 | Ecological integrated protection slope structure for hydraulic engineering |
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 |
---|---|---|---|---|
DE1915523A1 (en) * | 1968-03-26 | 1969-10-09 | Brevetex S A | Device for earth protection |
EP0141913A1 (en) * | 1983-08-19 | 1985-05-22 | Toijalan Kotelotehdas Ky | Element to prevent the sliding-down of vegetation on inclined surfaces |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2911794A (en) * | 1955-11-04 | 1959-11-10 | Louis O Pearson | Retaining wall |
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 |
CA1161618A (en) * | 1982-03-18 | 1984-02-07 | Rudolf Parnigoni | Method of forming a net-like structure |
WO1986004101A1 (en) * | 1985-01-14 | 1986-07-17 | Earthnics Corporation | Material and method of manufacturing same, and method of protecting normal surfaces and method of constructing normal frames using same material |
-
1987
- 1987-01-09 FI FI870085A patent/FI870085A/en not_active Application Discontinuation
- 1987-01-16 AT AT87850010T patent/ATE55439T1/en not_active IP Right Cessation
- 1987-01-16 DE DE8787850010T patent/DE3764115D1/en not_active Expired - Fee Related
- 1987-01-16 EP EP87850010A patent/EP0235101B1/en not_active Expired - Lifetime
- 1987-01-16 ES ES87850010T patent/ES2017107B3/en not_active Expired - Lifetime
- 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 NZ NZ219238A patent/NZ219238A/en unknown
- 1987-02-11 BR BR8700619A patent/BR8700619A/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 |
---|---|---|---|---|
DE1915523A1 (en) * | 1968-03-26 | 1969-10-09 | Brevetex S A | Device for earth protection |
EP0141913A1 (en) * | 1983-08-19 | 1985-05-22 | Toijalan Kotelotehdas Ky | Element to prevent the sliding-down of vegetation on inclined surfaces |
Also Published As
Publication number | Publication date |
---|---|
BR8700619A (en) | 1987-12-15 |
DE3764115D1 (en) | 1990-09-13 |
EP0235101A3 (en) | 1987-10-14 |
DK83887A (en) | 1987-08-25 |
DK83887D0 (en) | 1987-02-19 |
EP0235101A2 (en) | 1987-09-02 |
JPS62197522A (en) | 1987-09-01 |
NZ219238A (en) | 1990-09-26 |
ES2017107B3 (en) | 1991-01-01 |
CN1007365B (en) | 1990-03-28 |
GR3000709T3 (en) | 1991-10-10 |
JPS62273326A (en) | 1987-11-27 |
FI870085A0 (en) | 1987-01-09 |
AU596646B2 (en) | 1990-05-10 |
YU11687A (en) | 1990-12-31 |
CA1265679A (en) | 1990-02-13 |
FI870085A (en) | 1987-08-25 |
IL81369A0 (en) | 1987-08-31 |
BG48813A3 (en) | 1991-05-15 |
AU6920887A (en) | 1987-08-27 |
CN87100916A (en) | 1987-10-28 |
ATE55439T1 (en) | 1990-08-15 |
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