EP1344869A2 - Elément de construction rempli d'eau - Google Patents

Elément de construction rempli d'eau Download PDF

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Publication number
EP1344869A2
EP1344869A2 EP03005790A EP03005790A EP1344869A2 EP 1344869 A2 EP1344869 A2 EP 1344869A2 EP 03005790 A EP03005790 A EP 03005790A EP 03005790 A EP03005790 A EP 03005790A EP 1344869 A2 EP1344869 A2 EP 1344869A2
Authority
EP
European Patent Office
Prior art keywords
sealing strip
component according
container
hose
component
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.)
Withdrawn
Application number
EP03005790A
Other languages
German (de)
English (en)
Other versions
EP1344869A3 (fr
Inventor
Jürgen Kassner
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.)
Huesker Synthetic GmbH and Co
Original Assignee
Huesker Synthetic GmbH and Co
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 Huesker Synthetic GmbH and Co filed Critical Huesker Synthetic GmbH and Co
Publication of EP1344869A2 publication Critical patent/EP1344869A2/fr
Publication of EP1344869A3 publication Critical patent/EP1344869A3/fr
Withdrawn legal-status Critical Current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
    • E02B3/108—Temporary dykes with a filling, e.g. filled by water or sand

Definitions

  • the invention relates to a water-fillable component consisting of a flexible hose with closed ends and at least one Water filling device, the interior of the hose through at least one longitudinal dividing wall in several Chambers is divided,
  • Such components are known for example from US 5,125,767, EP 0 496 519 B1 and CA 2,245,111 A1.
  • a water-fillable hose is basically a simple and inexpensive one Means for establishing a water-filled structure of a particular Length and a certain height.
  • a hose can be in everything Usually roll around its central longitudinal axis and has no significant Positional stability. For example, it is not suitable for one Form insulation structure or dike structure.
  • the object of the invention is to further improve the described component form that the stability of the surface on which the component rests, is increased.
  • the second, free edge of the sealing strip lies on the surface, which carries the component, or is embedded in this reason.
  • the water-fillable component is particularly in used near natural water resources.
  • it is suitable for raising the crown of a dyke or a dam.
  • Dike crowns are usually a few centimeters during high tide increased so that the water does not exceed despite rising water levels crosses the dike.
  • a tubular component for example in length of 100 or 200 m can be produced, and a width in cross section of, for example, 2 m and a height of about 1 m, is for Raising a dike can be installed much faster than conventional ones Components such as sandbags.
  • the flexible weather strip which preferably arranged in the area of the bottom wall of the flexible hose covers the upper surface and, if necessary, part of the Side surface of the dike crown.
  • the flexible sealing strip can, for example 2 to 5 m wide. Its length corresponds to the length of the Hose.
  • the flexible weather strip acts as a weatherstrip or Cover apron and protects against erosion of the covered dam surface.
  • the weather strip can be made of the same material as that Wall of the flexible hose itself. In particular, it can be made of waterproof Textile material exist.
  • An extremely cheap and special dense material for the production of the sealing strip is, for example a ribbon fabric consisting of flat ribbons made of synthetic Material. This can increase the tightness of this ribbon fabric be that it is completely sealed on at least one side Plastic film is coated.
  • the Fabrics and fabrics are preferably covered with a sealing layer or Provide coating.
  • the sealing strip can be fixed or detachable on the flexible hose be attached.
  • the Fastening technique of sewing can through both the hose itself with its various chambers Sew an elongated textile web as well as that on the underside of the finished hose attached sealing strips / manufactured.
  • a means for releasably attaching the weather strip be provided on the hose.
  • the means of releasable attachment is preferably part of a zipper, a slide fastener, one Velcro fastener or a similar positive lock.
  • the a part is attached in the area of the bottom of the flexible hose.
  • the other part of this closure is on the edge of the weather strip attached. Through a slider you can zipper or Sliding lock the two parts are connected together.
  • a slide fastener works similarly to a zip fastener except that that no individual teeth interlock but over the entire length of the closure a first profile in a receiving profile is inserted.
  • the Closure itself a certain tightness against the passage of Water on. If a zipper is used, there is in the area of Closure usually does not have sufficient tightness. Especially in this case can be on the component or on the edge of the weather strip a cover flap can be provided which the zipper or covers the slide lock. Through this cover the passage is made largely avoided by moisture through the zipper.
  • the means for detachable fastening that is, the part of the zipper or the slide fastener can be sewn to one using the sewing technique Wall of the flexible hose to be attached. But they are all too other fastening techniques that can be used in textile processing are known.
  • the free edge of the sealing strip can be anchored in with means be provided with the subsurface.
  • means be provided with the subsurface In particular, eyelets in the free edge of the weather strip. Earth nails or ground anchors can be struck through these eyelets to the free edge on the ground to fix.
  • weighting agents can also be used be provided on the free edge of the weather strip.
  • weighting agents can also be used be provided on the free edge of the weather strip.
  • a pocket can be placed in the free edge of the weather strip are incorporated, which with a powder or granular Weighting material is filled with high density.
  • weighting material sand or lead, for example, is well suited.
  • the sealing strip can also be built into the substrate. In In this case, it protrudes deep into the bottom of the hose Dike crown inside. As a result, the sealing strip solidifies the dike crown structurally and also prevents liquid transport in the Direction across the plane of the weather strip.
  • the tubular component from the underground should be detachable, the use of a zipper or a Slip closure makes sense. For detaching the component from the surface only the closure has to be opened, a part of the sealing strips installed in the underground remains, and the other part on the removable hose.
  • the component 1 shown in FIG. 1 consists of a tubular one Cover 2.
  • the tubular cover 2 consists of a flexible Material, preferably a waterproof textile.
  • the envelope 2 can have a width of about 2 m and a height of over 1 m.
  • a partition 3 sewn, which the interior of the tubular Envelope 2 in two side by side, essentially the same large chambers 4, 5 divided.
  • a permeable textile Cover with two or more foil tubes inserted into one waterproof multi-chamber system On top of the shell 2 is a Filler neck 6 is provided, through which water into the two chambers 4, 5 can be let in.
  • the chambers must pass through at least one Connect the opening to each other. If chambers 4, 5 would be completely sealed against each other, would be two filler neck 6 To provide, each of these filler neck 6 in a respective chamber 4th or 5 ends.
  • a dike can be increased, for example, in that the one shown in FIG. 1 Component 1 is placed on the dike crown 8 and filled with water. Depending on the length of the dike, several can be arranged side by side Components 1 are placed on the dike crown 8. In the impact areas Suitable lanyards must be attached, for example are known from EP 0 496 519 B1.
  • the components 1 described can be sufficient when using a solid shell can be carried out in very large dimensions, which the by far exceed the dimensions mentioned above.
  • the width should be about that 1.5 to 2 times the height to ensure effective roll protection achieve.
  • a sealing strip 9 extending in the longitudinal direction is fastened.
  • the Sealing strip 9 extends in the installed state of the component 1 on one side of the shell 2 and covers the dike crown 8.
  • the sealing strip 9 is to be laid on the side of the dike crown 8 which is the contained water.
  • the sealing strip 9 avoids this Penetration of water in the uppermost areas of the dike crown 8 and thus softening the dike crown, which increases the stability of the component 1 could be endangered.
  • the width of the sealing strip 9 corresponds at least to the width of the Component 1. But it can also be considerably larger than the width of the Component 1.
  • Fig. 1 is a means for weighting the free edge of the sealing strip 9 recognizable.
  • the free edge of the sealing strip 9 is turned over and sewn so that it forms an elongated pocket 10.
  • the elongated pocket 10 is filled with granules 11 with high density.
  • lead granulate or sand can be placed in the elongated pocket 10 be filled in.
  • This weighting of the free edge of the weather strip 9 ensures that this is also full on the The surface rests when it is washed with water.
  • the sand or that Lead granules in the elongated pocket 10 hold even in waves Area of the sealing strip 9 due to gravity the sealing strip on the ground. The risk that the sealing strip 9 by As a result, water is rinsed and raised, which reduces it.
  • the casing 2 is together with the sealing strip 9 ' made from one layer of a waterproof textile sheet.
  • a first one Double seam 12 closes a first chamber 4 'filled with water.
  • a second double seam 13 closes the chamber 5 '.
  • the one on this double seam 13 on the outside of the shell 2 extending portion of the textile web forms the sealing strip 9 '.
  • the sealing strip 9 ' lies like a sealing apron on the Dike crown 8 and prevents the upper section from soaking the dike crown 8.
  • the sealing strip 9 ' is through Anchoring elements 14 attached to the dike crown 8.
  • the anchoring elements 14, also called ground anchors, are 15 holes through holes or eyes inserted outermost, free edge of the sealing strip 9 '.
  • the Eyelets 15 have a metallic border, which tears the avoids the eyelets 15 surrounding textile material.
  • FIGS 3 and 4 show a further embodiment of an inventive Component 1 ".
  • the two chambers 4" and 5 “of two tubular sleeves 16 and 17 formed by a Outer shell 18 are held together.
  • the outer shell 18 is on hers Underside with the sealing strip 9 ", which in the present case is firm and extending in the vertical direction in the upper section of the dike crown 8 is installed.
  • free edge of the weather strip 9 attacheded a bag 10 ', which is filled with a granulate 11' and thus a thickening of the free edge of the sealing strip 9 " forms. This thickening of the free edge causes a reliable Anchoring the sealing strip 9 "in the dike crown 8.
  • a textile strip 19 is sewn onto the sealing strip 9 ", the carries a plastic profile rail 20.
  • the plastic profile rail 20 has an open groove on the side facing away from the textile strip 19. In this groove is an edge thickening 21, also called piping, inserted to a second textile strip 22 is attached, which the sealing strip 9 ".
  • the filler neck and outlet neck are also in the embodiments 2 and 3 present in the accompanying drawings however not shown.
  • FIG. 4 shows a first container 2, which on its one end a substantially cylindrical, elastic, but also rigid tire 23.
  • the thin-walled casing is on this tire 23 the container 2 fastened as possible without wrinkles.
  • the coupled second container 2 ' is a cylindrical with the same diameter Tire 24 attached, due to its elasticity by the tire 23 in the end portion of the first container can be inserted and through Withdraw the coupled container 2 with its inner edge against the inner edge of the tire 23.
  • the tires 23, 24 collide directly, or it a thin container wall lies between them.
  • a cover 25, which is also provided with a tire 26 of the same size is accordingly on a tubular container 2 or 2 ' appropriate.
  • the tires 23 ', 24' can also be slightly conical be trained.
  • the tires 23, 24 can be made of sheet steel or plastic.
  • the Stiffness of the tires and their thickness depends on the diameter of the Container. The larger the diameter, the stiffer and thicker it can be the tires be 23, 24, 26.
  • the cross-section of the tires can be rectangular, oval, be wedge-shaped or round.

Landscapes

  • 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)
EP03005790A 2002-03-15 2003-03-14 Elément de construction rempli d'eau Withdrawn EP1344869A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE2002112399 DE10212399A1 (de) 2002-03-15 2002-03-15 Wasserbefüllbares Bauelement
DE10212399 2002-03-15

Publications (2)

Publication Number Publication Date
EP1344869A2 true EP1344869A2 (fr) 2003-09-17
EP1344869A3 EP1344869A3 (fr) 2003-11-26

Family

ID=27762974

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03005790A Withdrawn EP1344869A3 (fr) 2002-03-15 2003-03-14 Elément de construction rempli d'eau

Country Status (2)

Country Link
EP (1) EP1344869A3 (fr)
DE (1) DE10212399A1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2844284A1 (fr) * 2002-09-11 2004-03-12 Luc Meynard Digue mobile anti-inondation
FR2854178A1 (fr) * 2003-04-23 2004-10-29 Jean Frederic Guichard Barrage gonflable anti-inondations
DE10349686A1 (de) * 2003-10-21 2005-06-23 Universität Rostock Auflastfilter
GB2452396A (en) * 2007-08-28 2009-03-04 William Whitehead Water filled apparatus for use as a flood barrier or vehicle ballast
EP3135818A1 (fr) 2015-08-27 2017-03-01 ÖKO-TEC Umweltschutzsysteme GmbH Dispositif de protection mobile pour arrêter des liquides

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10314314B4 (de) * 2003-03-29 2007-07-19 Wigbert Weiss Einrichtung zum Eindämmen von Hochwasser
DE102005046219B4 (de) * 2005-01-10 2016-05-12 Ewald Dietl Verfahren zum Formen, Befüllen und Verlegen von Sackschläuchen
DE102005010495B4 (de) * 2005-03-08 2009-04-02 Günther, Wolfgang Vorrichtung, daraus gebildeter Damm und Verfahren zur Herstellung eines Dammes
DE202015003558U1 (de) * 2015-05-19 2016-08-22 Fenotec Protec Gmbh Ex-Gasschutzzaun aus Segmenten - fenosafe fence
DE102021127307A1 (de) 2021-10-21 2023-04-27 Freistaat Thüringen (Materialforschungs- und -prüfanstalt an der Bauhaus-Universität Weimar) Textile Bewehrungshülle und ein daraus gebildetes Bauelement oder Bauwerk sowie Herstellverfahren für ein solches Bauelement

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2203396A5 (fr) * 1972-10-18 1974-05-10 Kleber Colombes
FR2203397A5 (fr) * 1972-10-18 1974-05-10 Kleber Colombes
US3855800A (en) * 1972-10-18 1974-12-24 Pneumatiques Caoutchouc Mfg Inflatable barriers for watercourses
GB2030624A (en) * 1978-09-09 1980-04-10 Bridgestone Tire Co Ltd Collapsible rubber dam
DE2900796A1 (de) * 1979-01-11 1980-07-17 Zipper Technik Kunststoff Umma Schlauchfoermige umhuellung
WO1996027710A1 (fr) * 1995-03-03 1996-09-12 Sigurd Melin Digue protectrice de retenue d'eau, procede et dispositif de barrage pour l'erection de ladite digue
GB2299359A (en) * 1995-03-30 1996-10-02 Ian Hawes Water barrier
DE19701126A1 (de) * 1997-01-15 1998-07-16 Klaus Trisl Anordnung zum Schutz bzw. zur Sicherung von Bereichen
US5984577A (en) * 1997-06-18 1999-11-16 Strong; William P. Flotation flood wall
WO2001061113A1 (fr) * 2000-02-15 2001-08-23 Flooding Agency A/S Barrage transportable et procede servant a l'eriger
DE10038592A1 (de) * 2000-08-08 2002-02-28 Gse Lining Technology Gmbh System zum temporären Hochwasserschutz
FR2822858A1 (fr) * 2001-03-28 2002-10-04 Jerome Regis Marie Sejournet Digue de protection gonflable contre les inondations

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2203396A5 (fr) * 1972-10-18 1974-05-10 Kleber Colombes
FR2203397A5 (fr) * 1972-10-18 1974-05-10 Kleber Colombes
US3855800A (en) * 1972-10-18 1974-12-24 Pneumatiques Caoutchouc Mfg Inflatable barriers for watercourses
GB2030624A (en) * 1978-09-09 1980-04-10 Bridgestone Tire Co Ltd Collapsible rubber dam
DE2900796A1 (de) * 1979-01-11 1980-07-17 Zipper Technik Kunststoff Umma Schlauchfoermige umhuellung
WO1996027710A1 (fr) * 1995-03-03 1996-09-12 Sigurd Melin Digue protectrice de retenue d'eau, procede et dispositif de barrage pour l'erection de ladite digue
GB2299359A (en) * 1995-03-30 1996-10-02 Ian Hawes Water barrier
DE19701126A1 (de) * 1997-01-15 1998-07-16 Klaus Trisl Anordnung zum Schutz bzw. zur Sicherung von Bereichen
US5984577A (en) * 1997-06-18 1999-11-16 Strong; William P. Flotation flood wall
WO2001061113A1 (fr) * 2000-02-15 2001-08-23 Flooding Agency A/S Barrage transportable et procede servant a l'eriger
DE10038592A1 (de) * 2000-08-08 2002-02-28 Gse Lining Technology Gmbh System zum temporären Hochwasserschutz
FR2822858A1 (fr) * 2001-03-28 2002-10-04 Jerome Regis Marie Sejournet Digue de protection gonflable contre les inondations

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2844284A1 (fr) * 2002-09-11 2004-03-12 Luc Meynard Digue mobile anti-inondation
FR2854178A1 (fr) * 2003-04-23 2004-10-29 Jean Frederic Guichard Barrage gonflable anti-inondations
DE10349686A1 (de) * 2003-10-21 2005-06-23 Universität Rostock Auflastfilter
DE10349686B4 (de) * 2003-10-21 2009-10-08 Universität Rostock Auflastfilter
GB2452396A (en) * 2007-08-28 2009-03-04 William Whitehead Water filled apparatus for use as a flood barrier or vehicle ballast
EP3135818A1 (fr) 2015-08-27 2017-03-01 ÖKO-TEC Umweltschutzsysteme GmbH Dispositif de protection mobile pour arrêter des liquides
EP3135818B1 (fr) * 2015-08-27 2019-12-04 ÖKO-TEC Umweltschutzsysteme GmbH Dispositif de protection mobile pour arreter des liquides

Also Published As

Publication number Publication date
DE10212399A1 (de) 2003-09-25
EP1344869A3 (fr) 2003-11-26

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