EP0854238A2 - Barrage de protection transportable et repliable notamment contre les crues - Google Patents

Barrage de protection transportable et repliable notamment contre les crues Download PDF

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Publication number
EP0854238A2
EP0854238A2 EP97123038A EP97123038A EP0854238A2 EP 0854238 A2 EP0854238 A2 EP 0854238A2 EP 97123038 A EP97123038 A EP 97123038A EP 97123038 A EP97123038 A EP 97123038A EP 0854238 A2 EP0854238 A2 EP 0854238A2
Authority
EP
European Patent Office
Prior art keywords
protective barrier
barrier according
elements
supports
baffle wall
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.)
Granted
Application number
EP97123038A
Other languages
German (de)
English (en)
Other versions
EP0854238A3 (fr
EP0854238B1 (fr
Inventor
Klaus Trisl
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.)
Transmit Gesellschaft fuer Technologietransfer mbH
Original Assignee
Arttec Innovation Trade GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Arttec Innovation Trade GmbH filed Critical Arttec Innovation Trade GmbH
Publication of EP0854238A2 publication Critical patent/EP0854238A2/fr
Publication of EP0854238A3 publication Critical patent/EP0854238A3/fr
Application granted granted Critical
Publication of EP0854238B1 publication Critical patent/EP0854238B1/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
    • E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/106—Temporary dykes

Definitions

  • the invention relates to a transportable, collapsible protective barrier, especially against Flood, with the features of the preamble of the claim 1.
  • a protective barrier according to the generic term of Claim 1 is known from US 5 470 177, in which the Column is constructed from three struts, which at one end are hinged together while at the other end one base plate is hinged on each.
  • the floor slabs fit in pockets of a floor sealing device.
  • the dam wall surface is formed by double-layer struts, over which a tarpaulin is pulled.
  • the struts form one concave curvature on the surface of the dam wall and are right close to each other to minimize the deflection of the tarpaulin hold. Over the tarpaulin can scale overlapping sheets of woven polymeric material be hung, possibly for stiffening purposes.
  • a disadvantage of the known Protective barrier is the relatively large storage space for the folded parts because a lot of supports are used be that are relatively close to each other to the film support.
  • dam wall In another known dam wall (DE 28 42 353) is a series of triangular supports provided that directly support a tarpaulin.
  • the plans also extends in front of the foot of the dam wall and owns a shorter length there while avoiding wrinkles the tarpaulin between the supports forms vaulted folds around the To absorb water pressure.
  • the distances between the supports are small and accordingly the number of supports is large, which is why a relatively large stacking space is required becomes.
  • the supports are also not collapsible described.
  • the invention has for its object a creating a portable, collapsible protective barrier, with which a relatively large accumulation height can be achieved, the can be used flexibly and when not in use Condition is collapsible and stackable in a small space.
  • the task is based on the characteristics of the Claim 1 solved and by the further features of Subclaims designed and developed.
  • the supports consist of articulated interconnected support elements that save space are collapsible and for the state of use be unfolded, forming support triangles.
  • the Supports are made using tubular rods as connecting elements interconnected, and for this purpose the Support mounting devices for the ends of the tubular rods on.
  • the distance between the supports corresponds order of magnitude the height of the supports and is divided by three or bridged several pipe rods, the spaces between them further reduced by the stiffening filling elements be so the tarpaulin by water pressure or the like cannot be deformed too much.
  • the powers are from the tarpaulin over the stiffening filling elements on the Pipe rods and from there transferred to the supports, which derive the forces into the ground.
  • the elements can do so be arranged and sized so that the specific Load for the same materials roughly the same everywhere is.
  • Each support element has a U-shape in section and therefore has a main level and two side levels Flanges.
  • the flanges are used for stiffening and Inclusion of the swivel axes.
  • the receptacles for the pipe rods are made by parallel pipe sections or sleeves formed between openings of the flanges of the Storage wall element run and connected to them, for. B. are welded. To fix the in the recordings inserted pipe rods can use clamping screws that sit in the wall of the receiving sleeves.
  • the number of pipe rods per column is determined according to the height of the support. There will be at least three preferably four or more parallel to each other Tubes used.
  • the tubular rods span a plane along the the panels and / or grids run.
  • the tablets themselves consist of aluminum or hot-dip galvanized sheet steel and have a bent longitudinal edge to go over the top To be able to hang the tubular rod of the basic structure.
  • Panels In the event of flood protection are along the Panels can be attached to stringable waterproof tarpaulins, attached to their respective top edge and weighted on the bottom side.
  • Adjacent tarpaulins are in their Margins arranged overlapping and in Overlap area connected watertight.
  • the overlap area can be double-layered be d.
  • For the mechanical connection of the side edges of the Tarpaulins are eyelets on one side edge and brackets on the other Side margin attached, which are nested with one straps stuck through the strap or a strap be secured.
  • the top edges of the tarpaulin can be attached to the Basic structure to be bound.
  • the upper ones Longitudinal edges of the tarpaulin are tubular to form a Take up the tension rope. There are also eyelets pulled through the rubber bands and on the basic structure can be lashed down.
  • Sandbags can be used as weights. Man but can also be specially trained weight bodies apply that can be put together.
  • the protective barrier can also run along arches be set up.
  • the protective barrier indicates this Curve pieces on.
  • These contain curved tubular rods between adjacent columns and trapezoidal panels as Stiffening fill elements. Adjacent trapezoidal panels can be coupled with one another via hinges. With The basic structure can be lattices as stiffening fill elements can be used as a collecting device for flotsam.
  • the arrangement according to the invention can be detached from this in addition to the shielding function, it also supports advertising space to serve.
  • the arrangement can also serve as a barrier Sports events, as avalanche protection or dune protection be trained.
  • the arrangement according to the invention can quickly and easy to assemble and disassemble and needed for that Storage only a small space.
  • Fig. 1 the holding and supporting elements and in Fig. 2 shows the complete protective barrier.
  • this protective barrier becomes columns or posts 10, 12 set up at predetermined intervals, wherein in illustrated embodiment along these distances straight stretches larger and along curves smaller to get voted.
  • the supports 10, 12 are over each other Tubes or tubular rods 14, 16, 18 connected in parallel run to each other and span a support plane.
  • the Gaps between the tube rods 14, 16, 18 are still quite large and are made by stiffening fillers filled in which is in the form of grids 20 or Metal sheets 22 can accept.
  • Flood protection will be a waterproof tarpaulin 24 (Fig. 2) laid over the basic structure to the described To seal the dam wall surface.
  • the supports or posts 10, 12 consist of three main support elements, namely an elongated, plate-shaped base element 26, an elongated, plate-shaped storage wall element 28 and an elongated, plate-shaped support element 30, which to form a Support triangle can be arranged to each other.
  • the Triangle sides are hinged together and protrude partly beyond the basic triangle.
  • the bottom element 26 forms the base, at one end of the dam wall element or the outer leg 28 and near its other end that Support element or the support leg 30 are articulated.
  • the Support element 30 engages approximately in the middle of the Storage wall element 28 and directs the occurring there Pushing force obliquely on the base element 10 and thus in the Floor.
  • the bottom element 26 the baffle element 28 and the Support element 30 made of flange-reinforced panels, thus have a U-shaped cross section.
  • the flanges of the Elements 26, 28, 30 are made by bending the edges of Made of metal sheets. Sections of Profile material can be used.
  • the dimensions of the Elements 26, 28, 30 are such that the U-shapes interlock are stackable, as best seen in Fig. 11.
  • the Support element 30 fits into the base element 26 and this in turn into the storage wall element 28.
  • the Receiving devices 32 are made by sleeves or pipe pieces formed between the flanges 34, 36 of the Damming wall element 28 extend, and the openings with 38, 40, 42, 44, 46, 48 are designated.
  • the outer shape and size the tubular rods 14, 16, 18 is on the inner shape of the Recordings 32 adjusted, d. H. the ends of the tube rods can be inserted into the recordings with the Storage wall elements 28 are coupled.
  • the receiving sleeves 32 can each contain cross pins or split pins to make one Stop for the tubular rods 14, 16, 18 when they are inserted to build. In the wall of the receiving sleeve 32 can also Clamping screws must be attached to the inserted ends of the tubular rods.
  • the bottom element 26 can have openings 68 be interspersed with an attachment to the floor with nails 69 (Fig. 2, 3).
  • a fastening section 66 can be provided (FIG. 12), which is for more convenient access beyond the Hinge point can extend. You can also use the free one Bend or fold the edge of the element as at 70 shown to provide additional anchoring in the ground achieve.
  • the Protective barrier runs along curves.
  • the corner or pillar area are the posts or supports 10, 12 via appropriately curved tubular rods 72, 74, 76 interconnected.
  • the tube rods 72, 76 can be replaced.
  • the Corner area are used as stiffening filling elements.
  • corner plates 78 provided, which consist of two panels 80, 82 (Fig. 1), which are interconnected via hinges 84, 86.
  • Each panel 80, 82 has a trapezoidal outline hook-shaped longitudinal edges 88, 90, 92 94, behind which the tube rods 72, 76 are added.
  • the metal sheets 22 In the straight sections of the Protective barrier are the metal sheets 22 only on an upper one Edge 96 folded or bent. It can also be completely flat metal sheets 22, i.e. without bent edge 96, be used. Such completely flat metal sheets can be used with clips or clips on the upper tube rods 18 fasten.
  • tarpaulin 24 are on the described basic framework used.
  • the tarpaulins consist of tearproof and waterproof plastic fabric or -foil.
  • the upper edges of this tarpaulin 24 are by means of Bands 120 that have a loop end, so-called “Stroppen”, attached to the basic structure (Fig. 2).
  • the edges are double-layered and have eyelets 122.
  • Adjacent edge sections 116, 118 of the tarpaulin 24 are shown in Figs. 13, 14, 15.
  • the top Edge sections 130, 132 of these tarpaulins are special Reinforced way, namely by ropes 134, 136 through the hose-like edge sections 13O, 132 walk through.
  • the adjacent tarpaulin 24 can by Overlapping stirrup / eye connections will. To do this, go from the page margin in the exemplary embodiment 138 the tarpaulin 24 bracket 140, which in corresponding eyelets 142 inserted in the side edge 144 of the tarpaulin 118 will. Then a flat belt 146 through the Openings of the brackets pulled to make the tarpaulin 24 tensile connect with each other. To exclude that water in the area of the side margin 144 can penetrate, you can tape over the gaps place between the tarpaulins. Alternatively, one can use waterproof zipper 156, 158, the Tarpaulin 152, 154 with the respective tarpaulin 24 by z. B. vulcanization or gluing is connected.
  • each tarpaulin 24 In the floor longitudinal edge area 160, 162 of each tarpaulin 24 also eyelets 164, 166 let in by others Connecting elements 168, 170 are interspersed. This can it is also rubber staircases with ends Acting snap hooks 172, 174 which correspond to FIG. 5 Weight elements 176, with those emanating from them Grips 178, are connectable. The weight elements 176 are on the tarpaulin 24 in the lower Marginal areas put on and partially from these turn over, as also shown in FIG. 5.
  • the weight elements 176 can be Concrete blocks (Fig. 5, 6) or around filled Act hollow plastic body 180 (Fig. 7, 8). Latter are filled with sand and water. The complaint of Edge of the tarpaulin prevents this edge from being raised (“flushed out") when the floods hit the foot of the Protection barrier just reached. When the water level is high the film is sufficiently pressed and does not need to be complained.
  • the weight elements 176, 180 have the shape of a Triangular column, with the outer surface 184 along of the floor and the outer surface 186 along the tarpaulin 22 extends.
  • At the sealing pad can be z.
  • the weights 176 become chain-like strung together, but press individually on their surface, to press them evenly against the floor and hollow spaces to exclude. These are perpendicular to Direction of extension of the weights 176, 180 extending Dovetail training provided. Of course you can also use sandbags to strain the bottom of the Use tarpaulin.
  • the weight elements 176 placed on the tarpaulin 24 in its lower edge areas and then partially surrounded by the tarpaulin 24, also exists the possibility that the weights 176, 180 in the bottom existing pockets of the tarpaulin 24 are introduced.
  • the sealing of the edge of the tarpaulin 24 is on the floor the better the higher the water pressure. The seal is therefore more critical in low water than in higher water Water level.
  • rectangular tube for the Connecting elements are used as in Fig. 20, 21 and 22 shown.
  • a rectangular tube a larger one can be used Achieve packing density when stacking the elements. If Rectangular tube perpendicular to two sides of the rectangle the water pressure is applied, as shown in FIG The case is, moreover, the rectangular shape to accommodate the Bending load cheaper than the round shape.
  • FIG. 21 shows, it is advantageous to use the flanges 60, 62 of the support member 30, starting from the plane of the plate to align above to a rod 39 as a handle to accommodate the when setting up and collapsing the Support is helpful. With the supports described Damming heights of 3 m and more can be achieved.
  • Figs. 16 to 18 Possible uses of the previous The inventive arrangement described are pure in principle the Figs. 16 to 18 can be seen. So in Fig. 16 an arrangement designed as flood protection. In addition, tarpaulins running along the boards can be used as Serve advertising media. 17 that only grids between the posts or pipe elements can extend, which can serve as flotsam.
  • FIG Guards for targeted drifts are shown. But also as Rubble / snow brake or rockfall trap is the one Suitable arrangement.
  • FIG. 19 illustrates that a high packing density of the elements of the Protective barrier is possible.

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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)
  • Orthopedics, Nursing, And Contraception (AREA)
  • Railway Tracks (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
EP97123038A 1997-01-15 1997-12-31 Barrage de protection transportable et repliable notamment contre les crues Expired - Lifetime EP0854238B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19701126 1997-01-15
DE19701126A DE19701126A1 (de) 1997-01-15 1997-01-15 Anordnung zum Schutz bzw. zur Sicherung von Bereichen

Publications (3)

Publication Number Publication Date
EP0854238A2 true EP0854238A2 (fr) 1998-07-22
EP0854238A3 EP0854238A3 (fr) 1999-01-27
EP0854238B1 EP0854238B1 (fr) 2002-04-03

Family

ID=7817414

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97123038A Expired - Lifetime EP0854238B1 (fr) 1997-01-15 1997-12-31 Barrage de protection transportable et repliable notamment contre les crues

Country Status (4)

Country Link
US (1) US6079904A (fr)
EP (1) EP0854238B1 (fr)
AT (1) ATE215644T1 (fr)
DE (3) DE19701126A1 (fr)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001081681A1 (fr) * 2000-04-27 2001-11-01 Kullberg Sten Magnus Barriere de protection contre les debordements
WO2002092918A1 (fr) * 2001-05-14 2002-11-21 Floodprotection Systems Sweden Ab Dispositif de protection contre les inondations
WO2003100175A1 (fr) * 2002-05-28 2003-12-04 Alojz Hanuliak Mur mobile de protection contre les inondations
DE10250792B3 (de) * 2002-10-30 2004-02-19 Innovag Ag Methode und Einrichtung zur Abwehr von Hochwasser in seinen Erscheinungsformen Oberflächen-, Stau- und aufsteigendes Grundwasser für Gebäude
EP1174544A3 (fr) * 2000-07-21 2004-05-12 Ockels Geoprodukten Barrage temporaire contre l'eau
RU2228995C2 (ru) * 2002-05-24 2004-05-20 Открытое акционерное общество "Всероссийский научно-исследовательский институт гидротехники им. Б.Е. Веденеева" Инвентарная ячеистая перемычка
DE10258087A1 (de) * 2002-12-11 2004-07-15 Holger Pötzsch Dammaufbau für Flüssigkeiten und Schüttgüter
DE10335217A1 (de) * 2003-08-01 2005-03-10 Hasan Javanbakhsh Mobile Hochwasserwand
US7214004B2 (en) 2005-07-08 2007-05-08 Hasan Javanbakhsh Mobile flood wall
EP2299004A3 (fr) * 2009-09-21 2013-03-27 Baumann/Holding/1886 GmbH Barrage pliable
EP2607557A3 (fr) * 2011-12-19 2013-08-28 Baumann/Holding/1886 GmbH Cloison mobile et module de cloison
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RU2740801C2 (ru) * 2018-03-30 2021-01-21 Геннадий Дмитриевич Орлов Способ возведения защитных сооружений, опорное устройство и механизированный многофункциональный комплекс для его реализации

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EP2607557A3 (fr) * 2011-12-19 2013-08-28 Baumann/Holding/1886 GmbH Cloison mobile et module de cloison
RU2740801C2 (ru) * 2018-03-30 2021-01-21 Геннадий Дмитриевич Орлов Способ возведения защитных сооружений, опорное устройство и механизированный многофункциональный комплекс для его реализации
CN109441219A (zh) * 2018-12-12 2019-03-08 王智博 一种道路施工警示隔离装置

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EP0854238A3 (fr) 1999-01-27
ATE215644T1 (de) 2002-04-15
US6079904A (en) 2000-06-27
EP0854238B1 (fr) 2002-04-03
DE29721363U1 (de) 1998-02-12
DE59706855D1 (de) 2002-05-08
DE19701126A1 (de) 1998-07-16

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