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EP 0 235 101 B1 |
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EUROPEAN PATENT SPECIFICATION |
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Mention of the grant of the patent: |
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08.08.1990 Bulletin 1990/32 |
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Date of filing: 16.01.1987 |
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International Patent Classification (IPC)5: E02D 17/20 |
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Device for stabilizing bulk material, especially soil masses
Einrichtung zur Stabilisierung von Schüttgütern, insbesondere Erdmassen
Dispositif de stabilisation de matériau en vrac, en particulier pour masses terreuses
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Designated Contracting States: |
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AT BE CH DE ES FR GB GR IT LI LU NL SE |
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Priority: |
24.02.1986 NO 860684
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Date of publication of application: |
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02.09.1987 Bulletin 1987/36 |
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Proprietor: A/S PLATON |
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3670 Notodden (NO) |
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Inventor: |
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- Hallberg, Carl Rolf
N-3600 Kongsberg (NO)
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Representative: Ellner, Lars O. et al |
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AWAPATENT AB,
Box 45086 104 30 Stockholm 104 30 Stockholm (SE) |
| (56) |
References cited: :
EP-A- 0 141 913 CA-A- 1 161 618 JP-A-56 016 730
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EP-A- 0 211 082 DE-A- 1 915 523 US-A- 2 911 794
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- PATENT ABSTRACTS OF JAPAN, vol. 8, no. 158 (M-311)[1595], 21st July 1984; & JP-A-59
54 529 (MITSUBISHI MONSANTO KASEI K.K.) 29-03-1984
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| Note: Within nine months from the publication of the mention of the grant of the European
patent, any person may give notice to the European Patent Office of opposition to
the European patent
granted. Notice of opposition shall be filed in a written reasoned statement. It shall
not be deemed to
have been filed until the opposition fee has been paid. (Art. 99(1) European Patent
Convention).
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Field of the invention
[0001] 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.
[0002] The invention also relates to a method for stabilizing bulk material, especially
soil masses.
[0003] The invention also relates to a special use of such a device.
State of the art
[0004] 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.
[0005] 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.
[0006] 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.
[0007] 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.
[0008] 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.
General description of the invention
[0009] 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.
[0010] 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.
[0011] 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.
[0012] 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.
[0013] 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.
[0014] 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.
[0015] 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.
[0016] Alternatively, the device may be placed on a support and serve as a guard for sand,
snow or similar.
[0017] 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.
[0018] 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.
[0019] 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.
[0020] 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.
[0021] Possibly, the slits may at each end be provided with curved portions for resisting
breakage when the web is stretched.
[0022] Further, the web may be laminated with a suitable woven or knitted cloth, especially
for reinforcing the end portions of the slits.
[0023] Preferably the web is manufactured from plastics, for exam ple polyethylen. Suitable
additives to the plastics may vary the resistance agianst decomposition.
Brief description of the drawings
[0024] 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.
[0025]
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.
Description of preferred embodiments
[0026] 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 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 I creates op- positily undulating strips 3a,3b,3c
etc., as this is specially appearent from Fig. 2a.
[0027] 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. Thus, the web can be manufactured in desired width and
can be delivered as rolls or as individual web-shaped plates. In 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.
[0028] 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 the 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
I.
[0029] 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.
[0030] 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.
[0031] As appearing from fig. Ib there 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.
[0032] 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.
[0033] 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 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.
[0034] 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.
[0035] 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.
[0036] 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.
[0037] 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.
[0038] 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.
[0039] Alternatively, the present device can be mounted on a support to serve as a guard
for sand, snow or similar.
[0040] 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.
[0041] 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.
[0042] 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.
1. Device, especially for stabilizing bulk material, comprising initially relatively
thin, substantially flat web (1), preferably of flexible material, which in a first
direction is provided with rows of consecutively arranged slits, (2, 2a, 2b etc.)
which are staggered relative to each other, characterized in that in the area of one
or more slits (2, 2a, 2b) there is provided a bulge or embossing (11) which during
the stretching of the web serve for the undulating of the corresponding strip portion
in its right direction relative to the other Strip portions, so that the web (1) after
the stretching thereof forms oppositely undulating strips (3a, 3b, 3c) defining side
by side arranged cells or pockets (8) which can be filled with soil which is stabilized
by the device (1).
2. Device as claimed in claim 1, characterized in that the web (1) 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 stretching on site.
3. Device as claimed in claim 1 or 2, 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.
4. Device as claimed in any of the claims 1-3, characterized in that the oppositely
undulating strips (3a, 3b, 3c) which are formed by the stretching of the web (1) comprise
undulating edge portions (1) which can easily be pressed down into the ground (4)
and thereby ensure anchoring of the device (1) on site.
5. Device as claimed in any of the claims 1-4, characterized in that various degrees
of stretching of the web (1) renders various mutual angles between the wall portions
of the oppositely undulating strips (3a, 3b, 3c), so that various degrees of stretching
can be used in dependence of the sloping angle of the ground (4) which is to carry
the device (1 ).
6. Device as claimed in any of the preceding claims, characterized in that at the
ends of the slits (2) of the web (1) there are provided curved portions to resist
breakage when the web (1) is stretched transversely relative to the slits.
7. 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 (2).
8. Device as claimed in any of the preceding claims, characterized in that the web
(1) is manufactured from plastics, for example polyethylene.
9. Method for stabilizing bulk material, especially soil masses, including the use
of a relatively thin, substantially flat web (1) preferably of flexible material,
which in a first direction is provided with rows of consecutively arranged slits (2,
2a, 2b), the web in suitable ringlets being spread out on a flat or sloping ground
(4) which is to be soil stabilized, characterized in that there is used a web (1)
during its manufacture provided with bulges or like means (11) which ensure a predetermined
undulation of strips (3a, 3b, 3c) when said web (1) is stretched in a second direction
(3a, 3b, 3c), that the web after being spread out on the ground (4) at its one longitudinally
extending edge being attached to the ground (4) by means of appropriate fixing means
(12), and that the web (1) thereafter is stretched in the second direction of the
forming of oppositely undulating strips (3a, 3b, 3c) which in turn define side by
side arranged cells or pockets (8) which can be filled with soil which is stabilized
by the device (1).
10. Method as claimed in claim 9, characterized in that the web (1) after the stretching
will have its lower edge portions (1) of the individual undulated strips, (3a, 3b,
3c) pressed into the ground (4) for anchoring of the device (1) in the ground (4).
11. Method as claimed in claim 9 or 10, characterized in that the web (1) on the site
of use is stretched in the second direction for through non-permanent deformation
to define said cells or pockets (8), the deformation being retained by the filling
of soil (9) in said cells or pockets (8).
12. Method as claimed in claims 9 to 11, characterized in that the web (1) in a suitable
length is attached to a rack along one of its end edges, and that the web (1) is thereafter
stretched in a direction for the forming of oppositely undulating strips (3a, 3b,
3c) which in turn define side by side arranged cells or pockets (8) serving to guard
against whirling sand, snow or similar.
13. The use of a device as claimed in one of the claims 1-8 as an awning, for example
for protection against sunshine, light, radiation etc.
1. Vorrichtung, insbesondere zum Stabilisieren von Schüttgütern, mit einem ursprünglich
verhältnismässig dünnen, hauptsächlich flachen Gewebe (1), vorzugsweise aus flexiblem
Material, das in einer ersten Richtung mit Reihen von hintereinander angeordneten,
gegenseitig versetzten Schlitzen (2, 2a, 2b etc.) versehen ist, dadurch gekennzeichnet,
dass im Bereich eines oder mehrerer Schlitze (2, 2a, 2b) eine Ausbauchung oder Prägung
(11) vorgesehen ist, die beim Strecken des Gewebes dazu dient, das entsprechende Streifenteil
in der rechten Richtung gegenüber den anderen Streifenteilen zu wellen, so dass das
Gewebe (1) nach dem Strecken desselben entgegengesetzt gewellte Streifen (3a, 3b,
3c) bildet, die Seite an Seite angebracht Zellen oder Taschen (8) bilden, die mit
durch die Vorrichtung (1) zu stabilisierendem Erdreich gefüllt werden können.
2. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, dass das Gewebe (1) ein "eingefrorenes
thermisches Rückstellbestreben" oder eine anfängliche Querstreckung aufweist, das/die
während der Herstellung eines Kunststoffgewebes bewirkt wird und die Richtung einnimmt,
in der die Streifen bei der endgültigen Streckung an Ort und Stelle zu wellen sind.
3. Vorrichtung nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass das "eingefrorene
thermische Rückstellbestreben" oder die ursprüngliche Streckung im Bereich der Schlitze
bewerkstelligt ist, beispielsweise durch kombinierte Schlitzungs-und Pressrollen.
4. Vorrichtung nach einem der Ansprüche 1-3, dadurch gekennzeichnet, dass die durch
das Strecken des Gewebes (1) entgegengesetzt gewellten Streifen (3a, 3b, 3c) Wellenbögen
(1) aufweisen, die leicht in den Erdboden (4) eingepresst werden können und dadurch
ein Verankern der Vorrichtung (1) im Erdreich sicherstellt.
5. Vorrichtung nach einem der Ansprüche 1-4, dadurch gekennzeichnet, dass verschiedenes
Strecken des Gewebes (1) zu verschiedenen gegenseitigen Winkeln zwischen den Wandteilen
der entgegengesetzt gewellten Streifen (3a, 3b, 3c) führen, so dass unterschiedliches
Strecken in Abhängigkeit vom Böschungswinkel des Erdreiches (4) angewandt werden kann,
welches die Vorrichtung (1) tragen soll.
6. Vorrichtung nach einem der vorstehenden Ansprüche, dadurch gekennzeichnet, dass
die Enden der Schlitze (2) des Gewebes (1) mit kurvenförmigen Teilen ausgestattet
sind, um Bruchbeanspruchungen zu widerstehen, wenn das Gewebe (1) quer zu den Schlitzen
gestreckt wird.
7. Vorrichtung nach einem der vorstehenden Ansprüche, dadurch gekennzeichnet, dass
das Gewebe mit einem geeigneten gewebten oder gestrickten Tuch zur weiteren Verstärkung
der Endteile der Schlitze (2) beschichtet ist.
8. Vorrichtung nach einem der vorstehenden Ansprüche, dadurch gekennzeichnet, dass
das Gewebe (1) aus Kunststoff hergestellt ist, beispielsweise aus Polyäthylen.
9. Verfahren zum Stabilisieren von Schüttgütern, insbesondere Erdreich, durch Verwendung
eines verhältnismässig dünnen, hauptsächlich flachen Gewebes (1), vorzugsweise aus
flexiblem Material, das in einer ersten Richtung mit einer Reihe von hintereinander
angebrachten Schlitzen (2, 2a, 2b) versehen ist, wobei das Gewebe in passenden Längen
über einen ebenen oder ein Gefälle aufweisenden Boden (4) ausgebreitet wird, dessen
Erdmassen zu stabilisieren sind, dadurch gekennzeichnet, dass ein Gewebe (1) verwendet
wird, das im Rahmen seiner Herstellung mit Ausbauchungen oder ähnlichen Mltteln (11)
versehen ist, die eine vorgegebene Wellung von Streifen (3a, 3b, 3c) sicherstellen,
wenn das Gewebe (1) in einer zweiten Richtung (3a, 3b, 3c) gestreckt wird, dass das
Gewebe nach dem Ausbreiten auf der Erde (4) an seinem einen sich in Längsrichtung
erstreckenden Ende im Boden (4) durch geeignete Befestigungsmittel (12) verankert
wird, und dass das Gewebe (1) danach in der zweiten Richtung zur Bildung von entgegengesetzt
gewellten Streifen (3a, 3b, 3c) gestreckt wird, die ihrerseits Seite an Seite liegende
Zellen oder Taschen (8) bilden, die mit der durch die Vorrichtung (1) zu stabilisierenden
Erde gefüllt werden können.
10. Verfahren nach Anspruch 9, dadurch gekennzeichnet, dass das Gewebe (1) nach dem
Strecken seine unteren Kantenteile (1) der individuell gewellten Streifen (3a, 3b,
3c) in das Erdreich (4) eingepresst bekommt, um die Vorrichtung (1) im Erdboden (4)
zu verankern.
11. Verfahren nach Anspruch 9 oder 10, dadurch gekennzeichnet, dass das Gewebe (1)
am Einsatzort in der zweiten Richtung zwecks vollständiger, nicht permanenter Verformung
zu den genannten Zellen oder Taschen (8) gestreckt wird, sowie dass die Deformation
durch Einfüllen von Erdreich (9) in die Zellen oder Taschen (8) beibehalten wird.
12. Verfahren nach Anspruch 9-11, dadurch gekennzeichnet, dass das Gewebe (1) in geeigneter
Länge am einen Gestell entlang einer seiner Endkanten befestigt wird, sowie dass das
Gewebe (1) danach in einer Richtung zur Bildung von entgegengesetzt gewellten Streifen
(3a, 3b, 3c) gestreckt wird, die ihrerseits Seite an Seite sitzende Zellen oder Taschen
(8) bilden, die als Schutz vor herumwirbelndem Sand, Schnee o.dgl. dienen.
13. Verwendung einer Vorrichtung nach einem der Ansprüche 1-8 als Markise, z.B. zum
Schutz gegen Sonnenschein, Licht, Strahlung o.dgl.
1. Dispositif, notamment pour la stabilisation de matériaux en vrac, comprenant une
nappe (1) sensiblement plane et initialement relativement mince, de préférence en
un matériau souple, qui est munie dans une première direction de rangées de fentes
(2, 2a, 2b) disposées consécutivement et décalées les unes par rapport aux autres,
caractérisé en ce que dans la région d'une ou plusieurs fentes (2, 2a, 2b) est prévue
une saillie ou un gaufrage (11) qui, pendant l'étirage de la nappe, sert à former
une ondulation sur la portion de bande correspondante, dans sa direction correcte
par rapport aux autres portions de bande, de manière que la nappe (1), après son étirage,
forme des bandes à ondulations opposées (3a, 3b, 3c) définissant des cellules ou poches
(8) disposées côte à côte et pouvant être remplies par la terre qui est stabilisée
par le dispositif (1).
2. Dispositif sleon la revendication 1, caractérisé en ce que la nappe (1) dispose
d'une "mémoire thermique" ou d'un étirage transversal de départ qui est réalisé pendant
la production d'une nappe en matière plastique, et qui intitie la direction dans laquelle
les bandes doivent être ondulées pendant l'étirage final sur le site.
3. Dispositif selon la revendication 1 ou 2, caractérisé en ce que la "mémoire thermique"
ou l'étirage initial peut être réalisé dans la région des fentes, par exemple au moyen
de rouleaux combinés de formation de fentes et de compression.
4. Dispositif selon l'une quelconque des revendications 1 à 3, caractérisé en ce que
les bandes à ondulations opposées (3a, 3b, 3c) qui sont formées par l'étirage de la
nappe (1) comprennent des portions de bord ondulées (1) qui peuvent être facilement
enfoncées dans le sol (4) et assurer ainsi l'ancrage du dispositif (1) sur le site.
5. Dispositif selon l'une quelconque des revendications 1 à 4, caractérisé en ce que
des degrés divers d'étirage de la nappe (1) permettent d'obtenir des angles mutuels
variés entre les portions de paroi des bandes à ondulations opposées (3a, 3b, 3c),
de manière à pouvoir utiliser des degrés d'étirage divers en fonction de l'angle de
pente du sol (4) qui doit supporter le dispositif (1).
6. Dispositif selon l'une quelconque des revendications précédentes, caractérisé en
ce qu'aux extrémités des fentes (2) de la nappe (1) sont prévues des portions incurvées
pour résister à une rupture quand la nappe (1) est étirée transversalement par rapport
aux fentes.
7. Dispositif selon l'une quelconque des revendications précédentes, caractérisé en
ce que la nappe est stratifiée avec un tissu tissé ou tricoté approprié en vue d'un
refort supplémentaire des portions d'extrémité des fentes (2).
8. Dispositif selon l'une quelconque des revendications précédentes, caractérisé en
ce que la nappe (1) est fabriquée en matière plastique, par exemple en polyéthylène.
9. Procédé pour stabiliser un matériau en vrac, notamment des masses de terre, comprenant
l'utilisation d'une nappe (1) sensiblement plane et relativement mince, de préférence
en une matière souple, qui est munie dans une première direction de rangées de fentes
(2, 2a, 2b) disposées consécutivement, la nappe étant étalée selon des longueurs appropriées
sur un sol plat ou en pente (4) dont la terre doit être stabilisée, caractérisé en
ce qu'on utilise une nappe (1) qui, pendant sa fabrication, est munie de saillies
ou moyens analogues (11) assurant la formation d'une ondulation prédéterminée de bandes
(3a, 3b, 3c) quand ladite nappe (1) est étirée dans une seconde direction (3a, 3b,
3c), en ce que la nappe, après avoir été étalée sur le sol (4) est fixée sur l'un
de ses bords s'étendant longitudinalement sur le sol (4) par des moyens de fixation
appropriés (12), en ce que la nappe (1) est ensuite étirée dans la seconde direction
pour la formation de bandes à ondulations opposées (3a, 3b, 3c) qui définissent de
leur côté des cellules ou poches (8) disposées côte à côte et pouvant être remplies
de la terre qui est stabilisée par le dispositif (1).
10. Procédé selon la revendication 9, caractérisé en ce que lorsque la nappe (1) a
été étirée, les portions de bord inférieures (1) des bandes ondulées individuelles
(3a, 3b, 3c) sont enfoncées dans le sol (4) pour ancrer le dispositif (1) dans le
sol (4).
11. Procédé selon la revendication 9 ou 10, caractérisé en ce que la nappe (1) est
étirée sur le site de son utilisation dans la seconde direction en vue d'une déformation
non totalement permanente pour définir lesdites cellules ou poches (8), la déformation
étant maintenue grâce à la terre (9) remplissant lesdites cellules ou poches (8).
12. Procédé selon les revendications 9 à 11, caractérisé en ce que la nappe (1) est
fixée sur une longueur appropriée à un longeron le long de l'un de ses bords d'extrémité,
et en ce que la nappe (1) est ensuite étirée dans une direction permettant la formation
de bandes à ondulations opposées (3a, 3b, 3c) qui, de leur côté, définissent des cellules
ou poches (8) disposées côte à côte et servant de protection contre du sable, de la
neige ou analogues projetés en tourbillons.
13. Utilisation d'un dispositif selon l'une quelconque des revendications 1 à 8 en
tant que bâche, par exemple pour la protection contre le soleil, la lumière, des radiations,
etc.

