EP1009883B1 - Module de digue - Google Patents

Module de digue Download PDF

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Publication number
EP1009883B1
EP1009883B1 EP97949932A EP97949932A EP1009883B1 EP 1009883 B1 EP1009883 B1 EP 1009883B1 EP 97949932 A EP97949932 A EP 97949932A EP 97949932 A EP97949932 A EP 97949932A EP 1009883 B1 EP1009883 B1 EP 1009883B1
Authority
EP
European Patent Office
Prior art keywords
dike
container
dike module
module according
water
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
Application number
EP97949932A
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German (de)
English (en)
Other versions
EP1009883A1 (fr
Inventor
Reinhard Schneider
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
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Individual
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Filing date
Publication date
Priority claimed from DE19738216A external-priority patent/DE19738216A1/de
Application filed by Individual filed Critical Individual
Publication of EP1009883A1 publication Critical patent/EP1009883A1/fr
Application granted granted Critical
Publication of EP1009883B1 publication Critical patent/EP1009883B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/127—Flexible prefabricated covering elements, e.g. mats, strips bags filled at the side

Definitions

  • the present invention relates to a dyke module that can be filled with filling material Reinforcement, elevation, repair and / or to build a new dike, with a length between 0.5 m and 500 m and between 0.25 m and 5 m high container to hold the filling, which one on the Underside lying on the ground and two across the water front has aligned end faces, and with a support device for Keep the container ready for use, with the bottom of the container at least in such a flexible manner is that the underside is adapted to the surface.
  • the present invention is based on the object to create a dike module with which a dike is quick, easy and Cost-effectively strengthened, increased, repaired and / or rebuilt that can reliably and permanently contain the water and that easy to fill with filling material and to be emptied of the filling material.
  • the invention proposes to further develop the dike module of the type mentioned at the outset, that the dike module is directed upwards over the length of the dyke module extending opening for receiving the contents.
  • the filling material Water especially water from the water to be contained, sand, Gravel, earth, stone, clay, clay, grit, rubble, concrete, slag or a combination of some of the aforementioned materials are used.
  • a dike module designed according to this technical teaching has the advantage that through the partially flexible design of the container Adaptation of the dike module to the respective surface contours and thus a good seal between the dike module and the subsoil takes place as one is used to from sandbags.
  • Dike modules consist of the container being filled with product from above is fillable and has such a large opening that for filling the Dike modules with bulk materials large and efficient machines, such as B. Bulldozers, excavators, crawler loaders, wheel loaders, suction excavators, tractors or Trucks, can be used.
  • Another advantage of the dike module according to the invention is that the sufficient and locally available water is also used as filling material can be. Experiments have shown that the flood with a water-filled dike module can be successfully contained, provided the water level in the container is at least approximately the water level of the Corresponds to the water.
  • the carrier device as one rigid support frame with at least two cross frames and two longitudinal spars is executed, wherein the support frame is arranged within the container is.
  • the longitudinal spars are preferably removable in the cross frame held.
  • This support frame composed of rigid individual parts is firm, stable and still movable within limits, so that the dike module can also be slightly curved or arched.
  • the textile Material existing container rolled up or folded and the Cross frames or the longitudinal bars are stacked and transported.
  • the textile container is then placed on site at the desired one Spread out, then the cross frame on the front and set up at a suitable distance before the longitudinal spars in loops attached to the top of the container and later the cross frame is hooked into corresponding holes.
  • Dike module is the front wall of the container at least in one Partial area designed so flexible that an adaptation of the end face adjacent areas.
  • transverse bulkheads in the container which divide the container into several chambers. This has the advantage that if the container is damaged, only that Filling of this one chamber is washed out, and that the other Chambers work in the usual way.
  • the container is and / or the transverse bulkheads made of a tear-resistant, textile-like material, especially made of geotextile, flexible plastic, coated with plastic Fabric mats, time lines, fleece, woven or braided materials or from fiber material, in particular canvas material or fiber-reinforced Plastic film formed.
  • a tear-resistant, textile-like material especially made of geotextile, flexible plastic, coated with plastic Fabric mats, time lines, fleece, woven or braided materials or from fiber material, in particular canvas material or fiber-reinforced Plastic film formed.
  • a container has the Advantage that the entire under width and the entire side wall are so flexible is formed that an optimal seal between the bottom of the dike module and the subsurface or between the side wall of the Dike modules and the neighboring object.
  • this is Material so stable and tear-resistant that the filling material on the Container acting forces can be easily absorbed.
  • Another advantage is that it is made of rot-resistant Dike module made of geotextile or fleece also permanently in a dike or other earth wall can remain, so that herewith a permanent Dike increase or dike reinforcement is possible.
  • a permanent in Dike built-in dike module also prevents moles, Nest voles, badgers or other animals in the dike, because the textile Containers represent an insurmountable obstacle for these animals hollowing out of the dike is reliably prevented.
  • the cross frame is a trapezoid formed, the acute angle of the trapezoid between 20 ° and 90 °, preferably 60 °. This has the advantage that the dike module obtains statically optimal shape with a low center of gravity, like this from Dykes ago is known.
  • An advantageous dike module is about 0.8 m to 3 m wide, about 0.5 to 2 m high and up to 250 m long.
  • the opening is along the entire length present and about 0.5 m to 1.5 m wide.
  • Tension belt can be attached to secure the dyke module.
  • This strap is on the water side using an earth nail, dowel or the like fixed in the ground or on the road surface, and ensures that Dike module also prevents slipping.
  • the carrying device is a formed at least one gas-filled, in particular air-filled chamber, which is preferably attached to the upper edge of the container.
  • gas-filled chamber Buoyancy body and floats on the water surface.
  • Prevent container are between the chambers in certain Spacing drawstrings provided that connect the chambers together.
  • straps attached with which the Dike module can be additionally secured.
  • pegs or dowels inserted into the underground which are in the holding loops intervene to secure the dike module.
  • Such a dyke module to be filled with a bulk material has the Advantage that several dike modules can be placed one above the other.
  • two or more dike modules are first set up side by side and both the dike modules and the gaps or the The space between the dike module and the dike is filled with bulk material. Then the gap between two neighboring dyke modules or on the Another dyke module is placed between the dyke module and the dyke and filled in with the newly created gaps.
  • that to be filled with bulk material Container designed to be slightly permeable to water when rising Water a compression of the filling material and therefore also an optimal one To adapt to the uneven subsurface conditions. This will achieved, for example, in that the container made of water-permeable Fleece, braided geotextile or similar materials or in that the container is perforated if it is made of fiber-reinforced plastic films, tent lines, plastic-reinforced Fabric mats or the like exists.
  • This dyke module remains with a water-permeable container permanently in the dike, so is a drainage of the contents through Guaranteed drainage effect of the cover and a watering down or sinking the dike is prevented. The same applies to rainwater.
  • ropes are used instead of the longitudinal bars used, to which the container is attached.
  • the rope one-sided, for example by means of a herring, peg or the like anchored in the ground, led around a first cross frame the long loop of the container passed through to the second Cross frame wrapped and so on until the rope is also back in Soil is anchored. This happens on both sides of the container, so that the container is thereby also reliably kept open and is ready for filling with filling material.
  • the dike module according to the invention can be used universally and cannot only for new construction, for reinforcement, for improvement or for increasing of dams or dikes, but also for filling up broken ones Dike sections can be used advantageously. Furthermore can the dike module according to the invention advantageously for stabilizing Embankments or slopes, for covering and / or recultivation of Stockpiles, in particular from salt piles, spoil piles, coal piles or the like, for the containment of artificially created waters, especially for the containment of ore and gravel processing emerging mud ponds, as a military protective wall and / or for Construction of noise barriers at airports or traffic routes used become.
  • the dike module according to the invention can also be used for temporary or permanent absorption of contaminated substances (solid or liquid) on Place of use. These contaminated substances can on The place of use / accident remains in the dyke module until a final one Disposal is possible.
  • the dike module can also be used for containment at short notice and / or channeling of fire water and / or leaking Chemicals are used in the event of fire or accident.
  • the dike module according to the invention can also be used as an oil cutter used in tanker accidents or the like.
  • the contaminated water filled in the first chamber of the dike module The light oil floats above and flows into the next one across the transverse bulkhead Chamber, while the clean water remains in the first chamber etc., so that oil and water are separated.
  • topsoil and / or soil as filling material has the Advantage that plants can be used in the dike modules, the Dike, the dam, the heap, the noise barrier, the slope, the embankment or greening the like.
  • Figures 1 and 2 show a first embodiment of a Dike module according to the invention, which is made of a textile container 10 and a support frame 12 made of steel tubes integrated in the container put together.
  • the support frame 12 comprises several trapezoidal trained cross frame 14 made of steel tubing and several, also made Longitudinal bars made of tubular steel 16.
  • the textile container 10 is also in the Correspondingly, the cross section is trapezoidal.
  • At the free Ends of the longitudinal spars 16 are holding elements 18 which are angled at right angles welded into corresponding openings 20 at the top of the Cross frame 14 can be used so that the support frame 12th self-supporting holds the textile container 10 in a ready-to-use position.
  • the dike module is assembled in such a way that the container is first made of plastic-reinforced fabric mats or geotextile on the spot is designed on which the flood protection wall is increased or strengthened shall be. Now at least two are inside the container 10 Cross frame 14 inserted, a cross frame 14 flush on the Front 22 of the container 10 is present. After that, the first two Longitudinal bars 16 formed by on the top of the container 10 Loops 24 passed through and by means of the holding elements 18 in the Opening 20 of the cross frame 14 inserted. Then the second cross frame 14 erected and the other end of the longitudinal spars 16 is with its holding elements 18 in the corresponding openings 20th of the cross frame 14 inserted. Now the first part of the Dyke module and can be filled, for example with sand, water or the like are filled. The rest of the dike module is in constructed in an analogous manner.
  • the container 10 various transverse bulkheads attached, the container 10 in several Subdivide chambers. It is therefore possible to use the first chambers Filling goods to be filled, although the dyke module is not yet complete is built so that a very effective way of working or building is achieved.
  • the dike module is included Filled with water and additionally via the holding loops 26 and pegs 28 secured. In the first attempts it was found that such a The water-filled dike module will then already make the waters successful curbs when the water level in the dike module is close to that Water level in the water corresponds.
  • the dyke module shown in Figures 1 and 2 is on its underside about 2 m wide, about 1 m high and about 50 m long, with a distance of 5 m cross frame are provided.
  • the trapezoidal angle is 60 °, so that the filling opening that extends over the entire length of the dike module is about 1 m wide.
  • Also at a distance of 5 m are on the water side and textile holding loops 26 on the land side are provided around the dyke module secure against slipping. This also makes it possible to do this Set up the dike module on an inclined surface.
  • Dike module shorter or longer, lengths between 0.5 m and 500 m are possible.
  • the height of the dike module according to the respective requirements adapt. For example, it is conceivable to build a dike module with one Build width from 2 m to 3 m high. Also include in particular Dike modules up to 5 m high can be filled with water, whereby in in this case the width can be up to 8 m.
  • dike modules are the same as in FIGS. 1 and 2 illustrated first embodiment shown, but here with sand or other bulk goods are filled.
  • Figures 3 and 4 remove, it is possible in a simple manner to the dike module Reinforcement and / or elevation of the existing dike on the land side build up.
  • a second is then placed on the bulk material Dike module set up, the dike module and the resulting space is filled with bulk goods and so on.
  • This makes it possible to close the existing dike as needed reinforce and with a corresponding number of dike modules if necessary, to increase.
  • FIG 5 is a second embodiment of an inventive Shown dike module, which is essentially the first, in Figures 1 and 2 corresponds to the embodiment shown.
  • FIGs 1 and 2 corresponds to the embodiment shown.
  • openings 30 are provided on the water side of the dike module, through the water of the water to be contained in the container 10 can flow in. This makes it possible for the water of the water to be contained as filling material of the dyke module.
  • the Ground nails, dowels or the like are held.
  • the tension belts 32 are in position by brackets 34 welded to the cross frame 14 held and can be tensioned with ratchets attached to fit become.
  • the cross frame 14 consists of welded steel tubes with a diameter of about 70 mm to 100 mm.
  • the longitudinal spars too 16 are made of 70 mm to 100 mm thick tubular steel.
  • the Cross frame 12 is formed so trapezoidal that the point Angle of the trapezoid is 60 ° to 75 °.
  • the container 10 When using water as filling material, the container 10 is made of one waterproof, tear-resistant and textile-like material formed, in particular made of plastic-reinforced fabric mats. These fabric mats are available for example under the trade name Trevira.
  • the container 10 When using Bulk goods, for example sand as filling material, the container 10 is made of Geotextile or fleece formed, which is slightly permeable to water. As a result, the bulk material is set and optimally adjusted reaches the underground as well as a permanent drainage effect.
  • FIGS. 6 and 7 show a third embodiment of a Dyke module according to the invention shown, also with water is filled.
  • This dike module includes a flexible and waterproof, textile-like container 40, one at the upper edge in the longitudinal direction chamber 42 to be filled with air is attached. Between the chambers are several drawstrings 44 attached, which push apart the Prevent container 40 due to the water pressure.
  • loops 46 in the lower area at regular intervals attached passed through the pegs, dowels or the like can be used to secure the dike module.
  • This dike module is rolled up or folded up Condition transported and laid out on site at the desired location.
  • the chambers 42 are then filled with compressed air, for example, before the container 40 is filled with water.
  • the air-filled Chambers 42 now float on the water in the container 40, so that with increasing level, the container 40 is always higher until it is has reached its final size.
  • Such containers can have a height of reach up to 5 m with a width of up to 3 m.
  • the container 40 in cross section trapezoidal shape to better the attacking forces of the water to be able to record.
  • FIGS. 8 and 9 show a fourth embodiment of the Dyke module according to the invention shown, similar to that in the Figures 6 and 7 illustrated third embodiment works. Only there are several air chambers 42 arranged one above the other, the entire water-side and land-side wall of the container form. In this embodiment there are two rows of Drawstrings 44 arranged to the various chambers 42 in the hold desired position.
  • the container 50 of the dyke module according to the invention is tubular or tubular and made of waterproof, flexible, plastic-reinforced Fabric mats formed at regular intervals Plastic, metal or steel tires 52 are attached.
  • This container 50 is either on the end face or above, not shown, on the top attached filler neck filled with water.
  • This dike module too is additionally secured against slipping via loops 54.
  • FIGS. 12 to 14 of the dyke module according to the invention is set in cross-section Trapezoidal-shaped container 60 from a water-side shell 62 and a shore-side shell 64 made of hard plastic between the two shells 62, 64 a strip about 50 cm wide a flexible, tear-resistant and textile material is provided. About this Strip 66 is used to seal the container against the Underground and the side surfaces adjoining the container. Also this container 60 can via loops attached in the lower area 68 must also be secured against slipping. It is also possible to attach a textile apron 69 on the water side, which is an underwashing of the Dike module prevented.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Heterocyclic Carbon Compounds Containing A Hetero Ring Having Oxygen Or Sulfur (AREA)

Claims (16)

  1. Module de digue destiné à être rempli avec un matériau de remplissage pour fortifier, surhausser, réparer une digue et/ou en construire une nouvelle, avec un récipient (10, 40, 50, 60) entre 0,5 m et 500 m de long et entre 0,25 m et 5 m de haut qui est destiné à recevoir le matériau de remplissage et qui est pourvu d'une face inférieure reposant sur le sol et de deux faces avant et arrière (22) orientées transversalement par rapport au bord de l'eau et avec un dispositif de support destiné à maintenir le récipient (10, 40, 50, 60) prêt à l'emploi, la face inférieure du récipient (10, 40, 50, 60) étant réalisée sur au moins une partie de manière si flexible que ladite face inférieure épouse le sol,
    caractérisé en ce que
    le module de digue est pourvu d'une ouverture qui est destinée à recevoir le matériau de remplissage, qui est orientée vers le haut et qui s'étend sur la longueur du module de digue.
  2. Module de digue selon la revendication 1,
    caractérisé en ce que
    le module de digue est pourvu d'une ou de plusieurs ouvertures (30) qui sont orientées vers l'eau et par lesquelles l'eau des eaux à endiguer est susceptible d'affluer dans le récipient (10).
  3. Module de digue selon l'une des revendications précédentes,
    caractérisé en ce que
    le dispositif de support est pourvu d'une structure porteuse rigide (12) avec au moins deux cadres transversaux (14) et deux brancards (16), les cadres transversaux (14) étant disposés à l'intérieur du récipient (10).
  4. Module de digue selon la revendication 3,
    caractérisé en ce que
    les brancards (16) sont maintenus de manière amovible dans les cadres transversaux (14).
  5. Module de digue selon une au moins des revendications 3 et 4,
    caractérisé e n ce que
    le cadre transversal (14) est réalisé sous forme de trapèze dont l'angle aigu a entre 20° et 90°, de préférence 60°.
  6. Module de digue selon une au moins des revendications précédentes,
    caractérisé en ce que
    une sangle de serrage (32) pour fixer le module de digue est destinée à être placée sur la structure porteuse (12).
  7. Module de digue selon une au moins des revendications précédentes,
    caractérisé en ce que
    des cloisons transversales qui divisent le récipient (10, 40, 50, 60) en plusieurs compartiments sont placées dans le récipient (10, 40, 50, 60).
  8. Module de digue selon une des revendications précédentes,
    caractérisé en ce que
    le récipient (10, 40, 50, 60) et/ou les cloisons transversales sont faites d'un matériel textile résistant à la rupture, plus particulièrement de géotextile, de plastique flexible, de nattes en tissu à revêtement synthétique, de toile de tente, de voile, de matériaux tissés ou nattés ou de matière fibreuse, notamment de toile de lin ou de feuilles de plastique à renfort de fibres.
  9. Module de digue destiné à être rempli avec un matériau de remplissage pour fortifier, surhausser, réparer une digue et/ou en construire une nouvelle, avec un récipient (10, 40, 50, 60) entre 0,5 m et 500 m de long et entre 0,25 m et 5 m de haut qui est destiné à recevoir le matériau de remplissage et qui est pourvu d'une face inférieure reposant sur le sol et de deux faces avant et arrière (22) orientées transversalement par rapport au bord de l'eau et avec un dispositif de support destiné à maintenir le récipient (10, 40, 50, 60) prêt à l'emploi, la face inférieure du récipient (10, 40, 50, 60) étant réalisée sur au moins une partie de manière si flexible que ladite face inférieure épouse le sol, le module de digue étant pourvu d'une ouverture destinée à recevoir le matériau de remplissage qui est: orientée vers le haut et/ou vers l'eau,
    caractérisé en ce que
    le dispositif de support est réalisé par au moins un compartiment (42) qui est rempli de gaz, plus particulièrement d'air, et qui est de préférence placé sur le bord supérieur du récipient (40).
  10. Module de digue selon la revendication 9,
    caractérisé en ce que
    des compartiments (42) qui se font face sont reliés par au moins un collier de serrage (44).
  11. Module de digue selon une des revendications précédentes,
    caractérisé en ce que
    des courroies de retenue (26, 46, 68) sont placées sur le récipient (10, 40, 50, 60).
  12. Utilisation d'un module de digue selon une au moins des revendications précédentes pour recouvrir et/ou remettre en culture un terril, notamment un terril de sel, de charbon ou de décombres.
  13. Utilisation d'un module de digue selon une au moins des revendications 1 à 11 pour édifier un mur anti-bruit, un mur d'enceinte pour des bassins de décantation, un mur de soutien pour un talus et/ou un remblai de protection militaire.
  14. Utilisation d'un module de digue selon une au moins des revendications 1 à 11,
    caractérisé en ce que
    le matériau de remplissage (1) utilisé est de l'eau provenant notamment des eaux à endiguer, du sable, du gravier, de la terre, des pierres, du limon, de l'argile, des gravillons, de l'abattis, du béton, des scories ou une combinaison de quelques-uns des matériaux précédemment cités.
  15. Utilisation d'un module de digue selon une au moins des revendications 1 à 11 comme séparateur de substances étrangères, plus particulièrement d'huile.
  16. Utilisation d'un module de digue selon une au moins des revendications 1 à 11 pour recevoir temporairement des matériaux solides ou liquides contaminés.
EP97949932A 1997-09-02 1997-11-17 Module de digue Expired - Lifetime EP1009883B1 (fr)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE19738216A DE19738216A1 (de) 1997-09-02 1997-09-02 Deichmodul
DE19738216 1997-09-02
DE19746460 1997-10-21
DE19746460 1997-10-21
PCT/DE1997/002682 WO1999011868A1 (fr) 1997-09-02 1997-11-17 Module de digue

Publications (2)

Publication Number Publication Date
EP1009883A1 EP1009883A1 (fr) 2000-06-21
EP1009883B1 true EP1009883B1 (fr) 2001-11-28

Family

ID=26039613

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97949932A Expired - Lifetime EP1009883B1 (fr) 1997-09-02 1997-11-17 Module de digue

Country Status (7)

Country Link
EP (1) EP1009883B1 (fr)
AT (1) ATE209736T1 (fr)
AU (1) AU9327998A (fr)
CA (1) CA2340349A1 (fr)
DE (1) DE59705595D1 (fr)
ES (1) ES2167801T3 (fr)
WO (1) WO1999011868A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1398418A2 (fr) * 2002-08-19 2004-03-17 Marko Weise Dispositif de protection contre des inondations, avalanches, tempêtes, ouragans, feu et autres catastrophes
DE102008030984A1 (de) 2008-06-27 2009-12-31 Isaak Dorfmann Vorrichtung zum Hochwasserschutz und Verfahren zur Herstellung
DE202008008764U1 (de) 2008-06-27 2012-09-05 Isaak Dorfman Vorrichtung zum Hochwasserschutz

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001071101A1 (fr) * 2000-03-20 2001-09-27 Schaelike Holger Recipient de protection contre les hautes eaux
DE10023749A1 (de) * 2000-05-15 2001-11-29 Schneider Reinhard Mobile Vorrichtung zum Reinigen kontaminierter Flüssigkeiten
DE10040047A1 (de) * 2000-08-11 2002-02-28 Hierl Elisabeth Temporäre Schutzvorrichtung
GB2373807B (en) * 2001-03-26 2004-06-16 Christopher Padmore Emergency flood barrier
FR2839327B1 (fr) * 2002-05-06 2004-07-30 Hydrostadium Dispositif de fixation d'elements de parcours aquatique sur des socles
DE10225127A1 (de) * 2002-06-06 2004-01-08 Juri Riedel Vorrichtung zum Schutz vor Hochwasser
DE20217317U1 (de) 2002-11-07 2003-02-20 Quick Damm GmbH, 35398 Gießen Deichelement
DE10342708B4 (de) * 2003-09-11 2007-08-16 Universität Rostock Quellkade
DE102005025918A1 (de) 2005-06-06 2006-12-07 Big Bag Harbeck Gmbh Hochwasserschutz
US8177457B2 (en) 2005-11-22 2012-05-15 Boudreaux Jr James C Pipeline protection and levee module system
DE102006035966B4 (de) * 2006-08-02 2008-06-12 Reinhard Schneider Deichelement
US7708495B1 (en) 2007-11-20 2010-05-04 Chris Antee Levee system
US9175451B2 (en) 2011-02-01 2015-11-03 Ameriglobe, Llc Flood wall protection system
CN103443375A (zh) * 2011-02-01 2013-12-11 小埃弗雷特·莱斯利·韦德 防洪壁保护系统
WO2013006245A1 (fr) * 2011-07-05 2013-01-10 Schnaars Sr Daniel R Système de mur de protection contre les inondations
DE102011111182B4 (de) * 2011-08-25 2019-05-02 Torsten Ruhe Hochwasserschutzvorrichtung
WO2014170718A1 (fr) * 2013-04-17 2014-10-23 Sápi István Péter Système de barrière de protection mobile contre les inondations
CN112942257A (zh) * 2021-01-28 2021-06-11 浙江省钱塘江管理局勘测设计院 一种兼顾通行的景观堰坝及构建方法

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2203398A5 (fr) * 1972-10-18 1974-05-10 Kleber Colombes
DE7629560U1 (de) * 1976-09-22 1985-04-25 Ruhnke, Siegfried, 6073 Egelsbach Flexibles Wasserbauelement
NL8304201A (nl) * 1983-12-06 1985-07-01 Harm Last Gerrit Eenkhoorn Ger Werkwijze en daarvoor benodigde geweven mat voor het verhogen van de zeebodem of dergelijke.
US4921373A (en) * 1988-12-07 1990-05-01 Coffey Robert C Barrier for containing floods
DE4417672A1 (de) * 1994-05-20 1995-11-23 Gebhardt & Koenig Gesteins Und Verfahren und Vorrichtung zur Errichtung von Gewässerschutzdämmen aus Massen, die in Behälter aus Gewebe eingeschlossen sind
SE503551C2 (sv) * 1995-03-03 1996-07-01 Sigurd Melin Vätskedämmande skyddsvall samt förfarande och dämningsanordning för uppbyggnad av en dylik skyddsvall

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1398418A2 (fr) * 2002-08-19 2004-03-17 Marko Weise Dispositif de protection contre des inondations, avalanches, tempêtes, ouragans, feu et autres catastrophes
DE102008030984A1 (de) 2008-06-27 2009-12-31 Isaak Dorfmann Vorrichtung zum Hochwasserschutz und Verfahren zur Herstellung
DE202008008764U1 (de) 2008-06-27 2012-09-05 Isaak Dorfman Vorrichtung zum Hochwasserschutz
DE102008030984B4 (de) * 2008-06-27 2016-07-14 Isaak Dorfmann Vorrichtung zum Hochwasserschutz und Verfahren zur Herstellung

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CA2340349A1 (fr) 1999-03-11
DE59705595D1 (de) 2002-01-10
ES2167801T3 (es) 2002-05-16
ATE209736T1 (de) 2001-12-15
EP1009883A1 (fr) 2000-06-21
AU9327998A (en) 1999-03-22
WO1999011868A1 (fr) 1999-03-11

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