EP1532319B1 - Structure de barrage pour liquides et matieres a deverser - Google Patents

Structure de barrage pour liquides et matieres a deverser Download PDF

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Publication number
EP1532319B1
EP1532319B1 EP03794938A EP03794938A EP1532319B1 EP 1532319 B1 EP1532319 B1 EP 1532319B1 EP 03794938 A EP03794938 A EP 03794938A EP 03794938 A EP03794938 A EP 03794938A EP 1532319 B1 EP1532319 B1 EP 1532319B1
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EP
European Patent Office
Prior art keywords
pallets
pressure
dam
structure according
dam structure
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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
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EP03794938A
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German (de)
English (en)
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EP1532319A1 (fr
Inventor
Holger Pötzsch
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Individual
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Individual
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Publication date
Priority claimed from DE2002140779 external-priority patent/DE10240779A1/de
Priority claimed from DE2002153889 external-priority patent/DE10253889B4/de
Priority claimed from DE2002158087 external-priority patent/DE10258087B4/de
Application filed by Individual filed Critical Individual
Publication of EP1532319A1 publication Critical patent/EP1532319A1/fr
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Publication of EP1532319B1 publication Critical patent/EP1532319B1/fr
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    • 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
    • E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/106—Temporary dykes

Definitions

  • the invention relates to a dam construction for liquids and bulk materials with a range of printing pallets and a sealing foil on the pressure side of the pressure pallets as well as with a number of support pallets.
  • Dam structures are needed, for example, to a Increase the dike crown of an existing dike to reach. But they can also serve on roads or other areas to a provisional dike build.
  • Dam structures In addition to the use at high water can such Dam structures also used to be on a level Area a reception basin for water or other To build liquids or bulk materials. Important is that such dam constructions are fast and low Workload can be built and also easy and be removed again without leaving any residue. This should be to a significant extent materials are used are readily available on the spot.
  • Pallets that are useful for this purpose are in Form of standardized, commercial Euro nail pallets in Large scale available everywhere, where goods on Pallets are transported and stored. It has but shown that the support structure for the pallets insufficient stability of the thus produced Dam construction can be achieved. Both at end load as well as an increased load there is a risk that the dam construction collapses and thus its Functionality loses. The danger of such Instabilities of dam construction is particularly great when the background of the support structure is not sufficient safe stop there.
  • the object of the invention is therefore to provide a dam structure of initially mentioned type to be carried out so that at simple and fast establishment a safe and fast stable connection of dam construction is achieved.
  • the support pallets are opposite to the Print pallets arranged offset, so that each one Support pallet the butt joint between the two opposite bridged lying pressure palettes and vice versa. Thereby creates a coherent, three-dimensional Composite.
  • the pressure pallets and the support pallets with their lower edges in each case over several Pallets continuous pressure side and support side Channel profiles are positively received and that through the pressure-side and support-side gutter profiles the tension-pressure anchor forming connecting bars connected to each other.
  • the bumps of the gutter profiles are bridged by the set pallets and also result in a composite here.
  • the gutter profiles correspond in their receiving the pallet edges Areas of these pallet edges.
  • the gutter profiles give the lower edges of the pallets a secure hold while providing a connection between adjacent pallets. Furthermore The channel profiles serve to absorb the forces from the Connecting strips, which in this embodiment, the train-pressure anchor form according to the invention.
  • connection anchors attack the pallets themselves, so that here the Use of gutter profiles not necessarily required, but in many cases nevertheless appropriate is.
  • the pressure-side sealing foil is by means of from above attachable film clips at the top of the Print pallets or - if available - the Stauwanderhöhungsprofils fixable. This will not only a fixing of the sealing film, but also a Connection of neighboring pressure pallets or adjacent ones Stauwanderhöhungsprofile achieved.
  • the upper support pallets are at their lower edge respectively over tie rods with the lower edge connected to the lower support pallets. This will remove the from Support force received in the upper support pallets entire composite of dam construction initiated so that this already without separate fixing on the ground a high inherent stability receives.
  • the occurring Horizontal forces are thereby transmitted through the anchor posts the soil removed, leaving a horizontal displacement the dam construction is reliably prevented.
  • a bend also relatively thin anchor posts can be advantageously prevented by the fact that Anchor pole at one in the distance above the ground extending edge of the lower edge of the upper Support pallet supports.
  • a wrong construction is not possible.
  • a safe statics the dam construction is ensured throughout, with by the pallet arrangement a self-stabilization is achieved.
  • the basic elements namely Euro pallets, Foils and sandbags or instead Bricks fixing the foil are in worldwide sufficient amount available. In emergency situations can to those available in industry and commerce Pallet stocks are used.
  • the dam construction is usable worldwide and without additional tools quickly assembled and disassembled. All parts are reusable and have even under extreme Environmental influences a long life.
  • the invention also relates to the use of Clamping elements for fastening the films to the Printing pallets, with the spaces between Pallet boards recesses for receiving the foil form clamping clamping elements.
  • the clamping element may consist of a clamping body (61) consist of at least one on its circumference has rising cam surface. It is intended that at least on the cam surface and / or on her opposite circumferential surface in a circumferential direction extending ridge from the cam surface and / or the opposite circumferential surface projects radially and that the clamping body has an end face accessible Key approach.
  • the in Fig. 1 in a vertical cross-section dam structure shown has two rows of obliquely offset from each other put pressure pallets 1 and Supporting pallets 2, which are preferably at Wooden nail pallets in the standardized dimensions of Euro pallets is.
  • the lower edge of the sealing film 3 is secured by a series of sandbags 5 and on the ground 6, for example, a dike crown set.
  • the Supporting pallets 2 reach under the upper edge of the Print pallets 1.
  • the two rows of pressure pallets 1 and support pallets 2 are in their lower area by train-pressure anchor connected with each other.
  • the pressure pallets 1 with their bottom edges in each case over several pallets continuous pressure-side channel profiles 7 (FIG. 9), which are extruded.
  • the stand lower edges of the support pallets 2 in the support side Channel profiles 8 (Fig. 10), which are also made of plastic are extruded.
  • On both channel profiles 7 and 8 is in each case an upwardly open channel 9 or 10 formed, in which the pallet edges fit in the each required inclination adjusted and thus are recorded positively.
  • One in the gutter 10 or 9 projecting sharp rib 10a (only in FIG. 10) shown) claws into the frontal wood of there set up pallet and gives her extra grip.
  • the gutter profiles 7 and 8 are by the train-pressure anchor forming connecting strips 11 connected to each other.
  • the Connecting strips 11 engage in recesses 12, 13 of ground parallel flange strips 14 and 15 of the Channel profiles 7 and 8 and are there form-fitting hooked.
  • the Both channel profiles 7, 8 also a ground parallel Flange strip 16 and 17 on. Through the flange strips 14, 15, 16 and 17 becomes a widened footprint the gutter profiles 7 and 8 created so that these too do not sink into soft ground.
  • the dam structure shown in Fig. 2 differs from the previously described dam construction essentially in that the pressure-side pallets 1 and the support-side pallets 2 connecting tension-pressure anchors by a preferably made of metal Connecting anchor 20 (Fig. 5, 6) is formed, which is the Print pallets 1 and support pallets 2 together positively connects.
  • connection anchor 20 Above the Staple end 21 and 22 is one at the next upper Longitudinal board of the printing pallet 1 or support pallet 2 ab
  • Amidender stop 23 or 24 is provided, which after the Hooking the clip end pieces 21 and 22 a unintentional lifting of the connection anchor 20 excludes.
  • One of the one clip end 22 obliquely protruding support spur 25 serves for further support within the support pallet 2. In erect condition the dam structure, the connecting anchor 20 can not be removed.
  • FIG. 12 pressure pallets 1 accumulation elevation profiles 28 (FIG. 12) put on, which also preferably made extruded material and over the top edge the pressure pallets 1 protrude.
  • a foot piece 29 of the Stauwanderhöhungsprofils 28 encompasses two longitudinal boards the pressure pallets 1 and is supported by a central part 30 at the top edge.
  • the sealing foil 3 is over the upper edge of the Stauwanderhöhungsprofils 28 laid and there by means of a top-mounted film clip 4 '(FIG. 14) set and secured, which is at the same time a connection adjacent Stauwanderhöhungsprofile 28 forms.
  • Fig. 3 The illustrated in Fig. 3 embodiment of a Dam construction is different from that Embodiment of FIG. 2 only in that in addition to the connecting anchors 20 in the foot of the Pallets 1 and 2 also connect via gutter profiles 7, 8 and connecting connecting strips 11 is provided, as described in Fig. 1.
  • Fig. 15 in a vertical cross-section dam structure shown as well as the previous described embodiments, two rows of oblique opposing pressure pallets 1 and lower Supporting pallets 2, which are preferably at Wooden nail pallets in the standardized dimensions of Euro pallets is.
  • At the top of the print pallets 1 are made of sheet steel or aluminum Stauwanderhöhungsprofile 33 in a continuous, the Pressure pallets overlapping row plugged.
  • a sealing film 34 which over the top of the arranged in a row Stauwanderhöhungsprofile 33rd placed and arranged at intervals, from above attached film clips 35 at the top of the Stauwanderhöhungsprofile 33 is fixed.
  • the lower Edge of the sealing film 34 is replaced by a series of Sandbags or bricks and secured to the ground 36, for example, a dike crown or a Road surface, set.
  • Sealing film 34 preferably has at its bottom 36th lying edge a ready-made edge strip 34a made of soft film on which the sandbags or Bricks are lying.
  • the softer foil material of the Edge strip 34a ensures a better seal at the bottom 36.
  • At corners of the causeway can prefabricated foil corners are arranged, which are the Overlap the sealing foil there.
  • the sealing film can also be called a so-called monofilament in one piece from a uniform foil material exist in the sealing area at the bottom of an optimal Has sealing effect, but it is sufficiently tear-resistant and extends over the entire height of the dyke structure, the for example 800 or 1150 mm.
  • the lower support pallets 2 reach under the upper edge of the printing pallets 1.
  • the two rows of printing pallets 1 and lower support pallets 2 are in their lower Area interconnected by train-pressure anchor, the are designed as connecting anchors 37.
  • upper support pallets 38 are arranged, with their upper edge the Stauwanderhöhungsprofile 33rd support. As can be seen from the top view in FIG. 16, are the upper support pallets 38 in this Embodiment with lateral distance from each other arranged, in such a way that the upper support pallets 38 each at the junction of two Stauwanderhöhungsprofile 33rd attack.
  • the upper support pallets are at their lower edge each via Wermansanker 39 with the lower edge connected to the lower support pallet 2.
  • everyone Glastheticsanker 39 engages with an upward extending hook 40 in the lower edge of the upper Support pallet 38 a form-fitting, while an am opposite edge of the train tie anchor 39 trained, downwardly open hook 41 around the bottom board at the bottom of the lower support pallet 2 attacks. In this way, a tensile connection of the both support pallets 38 and 2 at their lower edges produced.
  • the anchor post 42 is supported at a distance above the bottom 36 extending edge 44 of the lower edge of Upper support pallet 38 and is therefore even at thinner Version secured against bending.
  • Stauwanderhöhungsprofile 33 At the back of Stauwanderhöhungsprofile 33 are projecting locking hooks 46 provided according to are open at the bottom and form-fitting at the top of the Attack print palette 1. Also the lower end of the Stauwanderhöhungsprofils 33 has a cranked Section 47, which engages the pressure palette 1.
  • the Connecting anchor at each end one down Have open clip end, which on a lower Longitudinal board of the printing pallet 1 and the lower Support pallet 2 is attachable.
  • the dam construction described carries especially the circumstance Bill that in the respective lower half of the damming height a triple pressure compared to the upper half is applied. This pressure distribution is optimally supported.
  • the dam construction is stable and stable, with its stability still by the anchor posts 42nd can be increased, but only on smooth floors are mandatory.
  • clamping elements 50 each consist of a clamping body 61, the together with the case forming a bag 34th in the space between adjacent pallet boards 2 is inserted and the film 34 holds clamped. Of the Space between adjacent pallet boards 2 in this case forms a clamping body 61 receiving Recess 63.
  • the clamping body 61 consists of a oval disc, from the smallest to the largest Disk diameter increasing peripheral areas respectively Cam surfaces form when twisting the clamp body 61 against the inner edge surfaces 64 of the recess 63rd are pressed, preferably perpendicular to Wall surface are directed.
  • a circumferentially extending over the entire disk circumference of the clamping body 61 extending Burr 66 jumps out of the cam surface forming Peripheral surface 65 of the clamping body 61 radially in front.
  • the clamp body 61 in the recess 63 is the between the clamp body 61 and the inner wall surfaces 64 stuck film 34, wherein in the area of the ridge 66, the foils 34 in the inner edge surface 64th pushes in without damaging the film.
  • the ridge 66 is approximately roof-shaped in cross-section and has a point angle of 120 ° in cross section. His Height is about 1.5 mm.
  • a Hexagon recess 67 is in the one conventional Allen key fits.
  • Embodiment of a clamping body 61 forms the ridge 66 at each circumferential point the radially farthest protruding peripheral area.
  • the cam surface 65 extends on both sides of the ridge 66.
  • FIGS. 19 and 20 it is shown that the printing pallets 1 connected to the support pallets 2 by brackets 68 are, the end boards 69 adjacent Embrace pressure pallets 1 and with their hook-like Ends 68a under each of the upper, longitudinal Boards 70 of the support pallets 2 are mounted. Thereby Not only will a stable connection of the print pallets 1 with the support pallets 2, but also a connection abutting pressure pallets 1 or pressure pallets 2 reached.
  • the Level compensating pieces 71 each in the same width in alignment with the associated pressure pallets 1 and Stauwanderhöhungsprofilen 28 aligned.werden.
  • the leveling pieces 71 can also be arranged offset in each case, that they each have the gap between adjacent ones Bridge congestion elevation profiles 28.
  • the in an associated recess 28a of the Stauwanderhöhungsprofils 28 can be inserted.
  • Fig. 23 it is shown that two dam constructions 72, preferably with a continuous common Sealing film, for example in one of the previously described embodiments, to form a channel 73 are connected by tie rods 74 with each other can.
  • Channels 73 formed in this way can serve to create a Divert stream or river.
  • the tie rods 74 one - piece strips hinged to the Connecting anchors 37 are connected.
  • Fig. 24 is shown that the tie rods 74, for example, chains can. If the pressure pallets in pressure side Channel profile pieces 7 are received, as shown in FIG. 3, then the two can Dammupten 72 connecting tie rods 74 via attachable fittings 75 ( Figures 25 and 26) to the Channel profile pieces 7 of the two dam structures 72nd attack. These fittings 75 are longitudinally displaceable profiled edge strip 76 of the channel profile pieces. 7 added.
  • Fig. 26 shows in plan view that the longitudinally displaceable fittings 75 each have a pin 77th having a recess 78 on the fitting 75th bridged and on which the tie rods 74 forming Attack chains.
  • the chains can Be sections of an arbitrarily long chain strand, the without splitting several tie rods 74 forms.

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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)
  • Pallets (AREA)
  • Graft Or Block Polymers (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)
  • Revetment (AREA)
  • Materials For Medical Uses (AREA)

Claims (29)

  1. Structure de barrage pour liquides et matières à déverser, comprenant une série de palettes de pression (1) et une feuille d'étanchéité (3) du côté pression des palettes de pression (1) ainsi qu'une série de palettes de support (2), caractérisée en ce que la série de palettes de pression (1) se trouvant du côté pression et la série de palettes de support (2) se trouvant du côté support sont placées obliquement les unes par rapport aux autres et en ce que les palettes de pression (1) et les palettes de support (2) sont connectées l'une à l'autre respectivement par des ancrages de traction-compression (11, 20, 37).
  2. Structure de barrage selon la revendication 1, caractérisée en ce que les palettes de support (2) sont disposées de manière décalée par rapport aux palettes de pression (1), de sorte qu'une palette de support recouvre à chaque fois les joints bout à bout entre les deux palettes de pression en appui l'une contre l'autre, et inversement.
  3. Structure de barrage selon la revendication 1 ou 2, caractérisée en ce que les palettes de pression (1) et les palettes de support (2) sont reçues par engagement positif avec leurs bords inférieurs dans des profilés formant cannelure respectifs (7, 8) côté pression et côté support s'étendant sur plusieurs palettes (1, 2) et en ce que les profilés formant cannelure (7, 8) côté pression et côté support sont connectés les uns aux autres par des tiges de connexion (11) formant les ancrages de traction-compression.
  4. Structure de barrage selon la revendication 1, caractérisée en ce que les palettes de pression (1) et les palettes de support (2) sont connectées les unes aux autres par des ancrages de connexion (20) formant les ancrages de traction-compression.
  5. Structure de barrage selon la revendication 1, caractérisée en ce que sur le bord supérieur des palettes de pression (1), on peut poser des profilés de rehaussement de la paroi de barrage (28) de la structure de barrage, lesquels dépassent de l'arête supérieure des palettes de pression (1).
  6. Structure de barrage selon la revendication 1 ou 5, caractérisée en ce qu'une feuille d'étanchéité côté pression (34) peut être fixée au moyen de pinces pour feuilles (4, 4') pouvant être posée par le dessus, sur le bord supérieur de la palette de pression (1) ou du profilé de rehaussement de la paroi de barrage (28).
  7. Structure de barrage selon la revendication 3, caractérisée en ce que les tiges de connexion (11) peuvent être accrochées dans des logements (12, 13) de bandes formant brides parallèles au sol (14, 15) des profilés formant cannelure (7, 8).
  8. Structure de barrage selon la revendication 4, caractérisée en ce que les ancrages de connexion (20) présentent aux deux extrémités à chaque fois un bout de pince ouvert vers le bas (21, 22) qui peut être enfoncé à chaque fois sur une planche longitudinale inférieure de la palette de pression (1) et de la palette de support (2).
  9. Structure de barrage selon la revendication 8, caractérisée en ce que l'on prévoit au-dessus du bout de pince (21, respectivement 22) une butée (23, respectivement 24) s'appuyant sur la planche longitudinale de la palette (1, respectivement 2) juste au-dessus.
  10. Structure de barrage selon la revendication 1, caractérisée en ce qu'au moins en partie sur les palettes de support (2) supportant les palettes de pression (1), on dispose des palettes de support supérieures (38), qui supportent avec leur bord supérieur les profilés de rehaussement de la paroi de barrage (33).
  11. Structure de barrage selon la revendication 10, caractérisée en ce que les palettes de support supérieures (38) viennent en prise à chaque fois au niveau de l'aboutement de deux profilés de rehaussement de la paroi de barrage (33).
  12. Structure de barrage selon la revendication 10, caractérisée en ce que les palettes de support supérieures (38) sont disposées à distance les unes des autres.
  13. Structure de barrage selon l'une quelconque des revendications 10 à 12, caractérisée en ce que les palettes de support supérieures (38) sont connectées au niveau de leur bord à chaque fois par le biais d'ancrages de connexion de traction (39) au bord inférieur de la palette de support inférieure (2).
  14. Structure de barrage selon l'une quelconque des revendications 1 à 13, caractérisée en ce que des pieux d'ancrage (42) sont prévus et en ce que le bord inférieur des palettes de support inférieures (2) et/ou les ancrages de connexion de traction (39) peuvent être fixés par les pieux d'ancrage (42) pouvant être enfoncés dans le sol (36).
  15. Structure de barrage selon la revendication 14, caractérisée en ce que le pieu d'ancrage (42) s'étend à travers une ouverture traversante (43) d'une portion de l'ancrage de connexion de traction (39) se trouvant sur le sol (36) dans la position d'utilisation.
  16. Structure de barrage selon la revendication 15, caractérisée en ce que le pieu d'ancrage (12) s'appuie contre une arête (14) du bord inférieur de la palette de support (8) supérieure s'étendant à distance au-dessus du sol (36) dans la position d'utilisation.
  17. Structure de barrage selon la revendication 10, caractérisée en ce que des nez saillants (45) sur le côté arrière du profilé de rehaussement de la paroi de barrage (33) viennent en prise par engagement positif avec le bord supérieur de la palette de support supérieure (38).
  18. Structure de barrage selon la revendication 10, caractérisée en ce que des crochets de blocage saillants (46) sur le côté arrière des profilés de rehaussement de la paroi de barrage (33) viennent en prise par engagement positif avec le bord supérieur de la palette de pression (1).
  19. Structure de barrage selon la revendication 1, caractérisée en ce que la feuille d'étanchéité (34) présente sur son bord situé sur le sol (36) un ruban de bord (34a) rapporté en feuille souple.
  20. Structure de barrage selon l'une quelconque des revendications 1 à 19, caractérisée en ce que des éléments de serrage (50) pour la fixation des feuilles (3, 34) sont prévus sur les palettes de pression (1, 2), les espaces intermédiaires (13) entre les planches des palettes (62) formant des évidements pour recevoir les éléments de serrage (50) serrant la feuille (3, 34).
  21. Structure de barrage selon la revendication 20, caractérisée en ce que l'élément de serrage (50) se compose d'un corps de serrage (61) qui présente sur sa périphérie au moins une surface de came montante (65), en ce qu'au moins sur la surface de came (65) et/ou sur la surface périphérique opposée, une arête (66) s'étendant dans la direction périphérique, dépasse radialement de la surface de came (65) et/ou de la surface périphérique opposée, et en ce que le corps de serrage (61) présente une pièce formant clé (77) accessible du côté frontal.
  22. Structure de barrage selon la revendication 21, caractérisée en ce que le corps de serrage (61) se compose d'une rondelle ovale dont les régions périphériques montantes, du plus petit au plus grand diamètre de rondelle, forment respectivement les surfaces de came (65).
  23. Structure de barrage selon la revendication 1, caractérisée en ce que les palettes de pression (1) sont connectées aux palettes de support (2) par des pinces (68), qui viennent en prise à chaque fois autour de planches de bout (69) de palettes de pression voisines (1) et sont accrochées avec leurs extrémités sous des planches (70) des palettes de support (2).
  24. Structure de barrage selon la revendication 5, caractérisée en ce que des pièces d'équilibrage de niveau (71) peuvent être enfoncées sur les profilés de rehaussement de la paroi de barrage (28).
  25. Connexion de deux structures de barrage selon l'une quelconque des revendications 1 à 24, dans laquelle les deux structures de barrage (72) sont connectées l'une à l'autre par des tirants d'ancrage (74) pour former un canal (73).
  26. Connexion de deux structures de barrage selon la revendication 25, caractérisée en ce que les tirants d'ancrage (74) viennent en prise sur des ancrages de connexion (37), qui relient les palettes de pression (1) et les palettes de support (2) de chaque structure de barrage (72).
  27. Connexion de deux structures de barrage selon la revendication 25, caractérisée en ce que les tirants d'ancrage (74) viennent en prise par le biais de pièces moulées accrochables (75) avec des pièces profilées formant cannelures côté pression (7) des deux structures de barrage (72).
  28. Connexion de deux structures de barrage selon la revendication 27, caractérisée en ce que les pièces moulées accrochables (75) sont reçues de manière à pouvoir coulisser longitudinalement sur des rubans de bord (76) profilés des pièces profilées formant cannelure (7).
  29. Connexion de deux structures de barrage selon l'une quelconque des revendications 25 à 28, caractérisée en ce que les tirants d'ancrage (74) sont des chaínes.
EP03794938A 2002-08-30 2003-08-26 Structure de barrage pour liquides et matieres a deverser Expired - Lifetime EP1532319B1 (fr)

Applications Claiming Priority (7)

Application Number Priority Date Filing Date Title
DE2002140779 DE10240779A1 (de) 2002-08-30 2002-08-30 Dammaufbau für Flüssigkeiten und Schüttgüter
DE10240779 2002-08-30
DE2002153889 DE10253889B4 (de) 2002-11-18 2002-11-18 Klemmelement für flexible Materialbahnen und Verwendung hierfür
DE10253889 2002-11-18
DE10258087 2002-12-11
DE2002158087 DE10258087B4 (de) 2002-12-11 2002-12-11 Dammaufbau für Flüssigkeiten und Schüttgüter
PCT/EP2003/009431 WO2004025033A1 (fr) 2002-08-30 2003-08-26 Structure de barrage pour liquides et matieres a deverser

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EP1532319A1 EP1532319A1 (fr) 2005-05-25
EP1532319B1 true EP1532319B1 (fr) 2005-11-09

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EP03794938A Expired - Lifetime EP1532319B1 (fr) 2002-08-30 2003-08-26 Structure de barrage pour liquides et matieres a deverser

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EP (1) EP1532319B1 (fr)
AT (1) ATE309418T1 (fr)
AU (1) AU2003266309A1 (fr)
DE (1) DE50301634D1 (fr)
WO (1) WO2004025033A1 (fr)

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SE531421C2 (sv) 2007-06-08 2009-03-31 Feros Ab Anordning avsedd att användas som en avgränsning mellan två områden
US9409707B2 (en) * 2013-05-31 2016-08-09 Falcon Technologies And Services, Inc. Secondary containment unit and methods
SE1500403A1 (en) 2015-10-07 2017-04-08 Kullberg Sten-Magnus Water barrier element

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DE8808124U1 (de) * 1988-06-24 1988-10-20 Lohmar, Hans Josef, 5000 Köln Schutzwand, insbesondere zum Schutz gegen Überfluten durch Hochwasser
SE507170C2 (sv) * 1995-08-11 1998-04-20 Sten Kullberg Förfarande och anordnig vid framställning av en vattenfördämning
SE523055C2 (sv) * 2000-04-27 2004-03-23 Sten-Magnus Kullberg Översvämningsbarriär

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WO2004025033A1 (fr) 2004-03-25
AU2003266309A1 (en) 2004-04-30
DE50301634D1 (de) 2005-12-15
ATE309418T1 (de) 2005-11-15
EP1532319A1 (fr) 2005-05-25

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