EP1892335A2 - Barrage contre des inondations - Google Patents

Barrage contre des inondations Download PDF

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Publication number
EP1892335A2
EP1892335A2 EP07466018A EP07466018A EP1892335A2 EP 1892335 A2 EP1892335 A2 EP 1892335A2 EP 07466018 A EP07466018 A EP 07466018A EP 07466018 A EP07466018 A EP 07466018A EP 1892335 A2 EP1892335 A2 EP 1892335A2
Authority
EP
European Patent Office
Prior art keywords
flood barrier
filling
chamber
basic
tube
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Withdrawn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
EP07466018A
Other languages
German (de)
English (en)
Other versions
EP1892335A3 (fr
Inventor
Martin Benes
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.)
Juta AS
Original Assignee
Juta AS
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
Priority claimed from CZ200618010U external-priority patent/CZ16932U1/cs
Priority claimed from CZ200718699U external-priority patent/CZ17587U1/cs
Application filed by Juta AS filed Critical Juta AS
Publication of EP1892335A2 publication Critical patent/EP1892335A2/fr
Publication of EP1892335A3 publication Critical patent/EP1892335A3/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Withdrawn legal-status Critical Current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 technical solution in the company JUTA a.s. developed mobile flood barrier, as a most progressive variant of the protection of real estate, especially the building against flooding.
  • a disadvantage of this solution is in the problem of eliminating the entire flood barrier with the solidified mass inside the plastic chambers.
  • German patent application DE 4417672 A1 known where the dike is built from a larger amount of hoses, which are filled after alignment with the sand by means of concrete pump.
  • This solution brings similar drawbacks as with the dikes with sand, namely after the water drain the sand again with the risk of a negative impact on the milieu.
  • a flood barrier in the first basic arrangement with the filling chambers, which can be filled with water, according to the invention by the is characterized in that it contains a basic part, which is formed by a multi-chamber, in particular two-chamber tube, which is made by an elongated connection, in particular by an embedding of at least two parallel flexible filling chambers in the form of tubes, the basic part for a possibility of Attachment of a superstructure is processed on its upper surface.
  • the two-chamber tube of the base part contains two filling chambers, which are two-layered, where the outer layer is formed by a flexible technical fabric, in particular of PP and the inner, a lining-forming layer is formed by a waterproof film, in particular PE , wherein the individual filling chambers are provided at each end with the filling valves in the predetermined pitch.
  • the assembly is formed by a Einschtubus, which simultaneously forms a filling chamber, which is two-layered, where the outer layer is formed by a flexible technical fabric, in particular PP and the inner, a lining-forming layer is through a waterproof film, in particular made of PE, wherein the filling chamber is provided at its end with the filling valves in the predetermined pitch.
  • the basic parts formed by the two-chambered tube to a mutual elongated connection by means of the two-chamber - connecting pieces, in which the ends of the base part are inserted in the connection.
  • the connecting pieces are produced from a flexible technical fabric, in particular PP, wherein the connecting pieces are in the form of the tubes, the inner shape after the filling with water of the outer shape of the two-chambered tube of the base part or the outer shape of the Eincrotubus the electronicspartie corresponds, after its filling with water, the connecting pieces are provided on its outer surface with the lids having the same pitches as the filling valves of the two-chambered tube or the Einschtubus, for a possibility of pushing through the filling valves of the two-chambered tube or the Eincrotubus by the specified cover on the connecting pieces, in mutual elongated connection of the basic parts or the Aufbupartien, wherein the filling valves and the lid have a shape of the passage tubes.
  • the end parts of the filling chambers of the two-chambered tube of the base section are unbonded in a length of 200 to 300 mm, for formation of a self-locking connection with the two-chamber connector after filling with water.
  • the filling valves including the inner layer formed by the waterproof film are looped by means of the buckles of the filling valves and the Lids are looped around the looped filling valves by means of the buckles of the lid.
  • the electronicssupartie formed by the Einschtubus is applied for an increase of the flood barrier, which is mounted on the base part and connected thereto by means of the through the fixing grips fixed straps.
  • a cover sheet is inserted under the base part and is so slipped over the body so that the end of the cover sheet is directed to the rising water.
  • the design where the flood barrier is formed by at least one two-chambered tube with two filling chambers, in the form of tubes which are mutually parallel next to each other and after filling with water have an elliptical cross-section, has the advantage that the flood barrier even in moderately sloping terrain does not slip and after filling with water ensures a claimed lateral stability, since it is held in place by means of the mass of the water in the two-chamber tubus optionally in Einttingtubus.
  • the individual parts are decoupled and dried similar to fire hoses.
  • the advantage here is easy handling with the individual parts, which allows their rapid coupling and decoupling again, with water being used as filling medium, for example, water from the swelling against which this flood barrier is to protect.
  • a demanding transport for example of metallic plates, mounting and anchoring elements, bags with sand and also possibly a difficult and slow sacking drops in place.
  • This system fully complements an outdated method of building flood dikes from sand-filled sacks. This system is more perfect in some respects. First, it is filled with water, which is not necessary to transport to the destination from the greater distances.
  • this solution has a small drawback, which only manifests itself in the case of extraordinarily large side pressure of the collected water, for example from swelling, where it can come to a side shift of the whole system from time to time. Therefore a task has arisen, securing the lateral stability of the whole system of this flood barrier with the benefit of the advantages of the existing solution of the applicant.
  • the cited disadvantages continue to be eliminated and the specified object solves a flood barrier in the second basic arrangement with the filling chambers, which are filled with water, where this flood barrier from a basic lot and a body assembly is composed, where the basic part is formed by a multi-chamber, in particular two-chamber tube, which is made by an elongated connection, in particular by an embedding of at least two parallel flexible filling chambers in the form of tubes, the basic part for a possibility of attachment of a philosophicalpartie is prepared on its upper surface, where the basic part is analogous to the body structure formed by at least one tube in the form of the tube, the base lots and also the Aufbupartien to a mutual elongated connection by means of the connecting pieces, in which in the connection the ends of the Basic part are inserted, according to the invention, which is characterized in that the flood barrier is provided with a new arrangement of the cover sheet in the form of a combined deck sail, in particular from the PP fabric, which is used for wrapping the basic and electronicspartie and Attachment of the
  • the combined deck sail consists of three mutually elongated connected, in particular stapled parts, namely from a floating part, load part and wrapping part.
  • the suspended part is arranged in the direction of the collected water and is provided with the anchor handles for its attachment to the terrain.
  • the mentioned anchor handles are adhered to the terrain by means of the pins.
  • the loading part is connected both to the floating part and to the wrapping part.
  • the basic part of the flood barrier is mounted on the load part.
  • the wrapping part is provided at its free end with the tightening straps, which are connected after wrapping the basic and everydaypartie with the unmarked Fixierschnallen and Fixiergriffe, which arranged on the side of the constituent of the basic part of the flood barrier chamber are.
  • the material of the individual parts is substantially the same as in the flood barrier according to the first basic arrangement of the applicant.
  • This arrangement of the flood barrier with the combined deck sail is a stable a reliable connection of the individual elements of the flood barrier with an increase in the lateral stability of the whole system of this flood barrier with the benefits of the existing solution of the applicant.
  • the basis of the flood barrier according to FIG. 1 is a multi-chamber, in particular two-chamber, tube 2 of the basic section, which is made by an elongate connection, in particular by stitching at least two parallel flexible filling chambers 2A in the form of the tubes, which can be filled with water.
  • the two-chamber tube 2 of the basic section contains two filling chambers 2A.
  • the filling chambers 2A are two-layered, where the outer layer is formed by a flexible technical fabric, in particular PP, and the inner lining forming layer is formed by a waterproof film, in particular PE.
  • the individual filling chambers 2A are provided at each end with the filling valves 1 in the predetermined pitch. As shown in Fig. 1, the Zweischtubus 2 is provided with a total of four Be Heilllventilen 1. In Fig. 1 further handling and fixing handles 3 are shown schematically, which are arranged on the part of the circumference of the filling chambers 2A for their connection to the body, as more in detail of Fig. 5 and 6 is written.
  • the body is shown in Fig. 2. It is formed by a Einschtubus 7 , which also forms a filling chamber. Similar to the two-chambered tube 2 in Fig. 1, the Einhunttubus 7 is provided at its ends with the filling valves 1 in the predetermined pitch and further provided with handling and Fixiergriffe 3 on part of its circumference. As shown in FIG. 2, the single chamber tube 7 is thus in total with two filling valves 1 intended.
  • the Einschtubus 7 is also in two layers, where the outer layer is formed by a flexible technical fabric, in particular made of PP, and the inner, a lining-forming layer is formed by a waterproof film, in particular PE. The same applies to the filling valves 1, which are also two-layered.
  • the filling valves 1 of the two tubes have a shape of the passage tubes and are provided with the buckles 10 .
  • the basic parts formed by the two-chamber tube 2 are arranged to a mutual elongated connection by means of the two-chamber - connecting pieces 5 , in which the ends of the base part are inserted in the connection.
  • a two-chamber connector 5 is shown in FIG.
  • the assembly parts formed by the single-chambered tube 7 are arranged to a mutual elongated connection by means of the single-chamber connecting pieces 6 , into which the ends of the body assembly are inserted during the connection.
  • a single - chamber connector 6 is shown in FIG. 4.
  • the connecting pieces 5 and 6 are made of the flexible technical fabric, in particular of PP.
  • the connecting pieces 5 and 6 are provided at their periphery with lids 4 , which have the same divisions as the filling valves 1 of the two-chambered tube 2 and the Einschtubus 7, for a possibility of pushing through the filling valves 1 of the two-chambered tube 2 and the Einhunttubus 7 by the specified cover 4 at the connecting piece 5 or 6, in mutual elongated connection of the basic parts or the Aufbupartien.
  • the lids also have a shape of the passage tubes and are provided with the buckles 11 .
  • the two-chamber tube 2 of the basic section, the single-chamber tube 7 of the body and also the connecting pieces 5 and 6 are transported to the destination in a collapsed flattened state.
  • the filling chambers 2A of the two-chamber tube 2 of the basic section and the single-chamber tube 7 of the body have after filling with water substantially an elliptical cross-section, as shown in FIGS. 1 and 3 is shown schematically.
  • the connecting pieces 5 and 6 have the form of the tubes, the inner shape of which after filling with water of the outer shape of the two-chamber tube 2 of the base part and the outer shape of the Eincrotubus 7 corresponds to the body, after its filling with water.
  • the end parts of the filling chambers 2A of the two-chambered tube 2 of the base section are unbonded in a length of 200 to 300 mm, so that after their insertion into the two-chamber connector 5 and after filling with water, the unconnected parts expand and form a self-locking connection with the two-chamber connector 5 .
  • This conclusion of the two-chambered tube 2 of the basic section with the non-stapled length L is shown in FIG. 7.
  • the two-layer arrangement of all listed parts is of great importance, since the formed by the waterproof film inner layer, in particular PE, an important insulation against water rush at the closing of the filling valves 1 and also at the completion of the flood barrier by means of the connecting pieces 5 and 6 forms.
  • the filling valves 1 including the inner layer formed by the waterproof film by means of the buckles 10 of the filling valves are looped (in a so-called "Gooseneck") and by the attraction of the buckles 11 of the cover 4 to the embraced filling valves 1 , the filling system is fixed, whereby a watertight closure of the filling valve 1 is secured.
  • the filling valves 1 serve to supply and drain the water into the system and out of the system. When disassembling the filling valves 1 are slightly opened and emptied.
  • the everydaypartie formed by the Eincrotubus 7 is applied, which is mounted on the base part and connected to this by means of the tightening grips 3 through the bound and bound Fixiergurte 8 .
  • This embodiment is shown in Fig. 6 and 7, wherein in Fig. 6 is shown a further improvement, where the homogenization of the whole system is secured by a cover sheet 9 made of PE, which is inserted under the base part and so slipped over the body in that the end of the covering foil 9 is directed towards the rising water (the free end of the covering foil 9 needs to be loaded so that it is not lifted off by the water).
  • the execution where the flood barrier is formed by at least one two-chambered tube 2 with two filling chambers 2A, in the form of tubes which are mutually parallel next to each other and after filling with water have an elliptical cross-section, has the advantage that the flood barrier also in the moderate inclined terrain does not slip and after filling with water ensures a claimed lateral stability, since it is held in place by means of the mass of water in the two-chambered tube 2 and in the Einttingtubus 7 .
  • this flood barrier is composed of a basic section and a biologypartie where the basic section is formed by a multi-chamber, especially two-chambered tube 2 , which by an elongated connection, in particular by an embedding of at least two parallel flexible filling chambers in the form is made of the tubes, wherein the basic part is prepared for a possibility of attachment of a philosophicalpartie on its upper surface, where the body is analogous to the base lot formed by at least one tube, in particular Einschtubus 7 in the form of the tube.
  • the only chambers of the two listed lots are provided with filling valves 1 for filling with water.
  • the flood barrier is provided with a new arrangement of the cover sheet in the form of a combined deck sail 9, in particular made of PP fabric, which is used for wrapping the ground and electronicspartie and intended to attach the composite flood barrier to the terrain.
  • the combined deck sail 9 which is produced in particular from PP fabric, is shown in FIG. 8 in the flat, unfolded condition on the terrain.
  • the combined deck sail 9 consists of three mutually elongated connected, in particular stitched parts, namely a floating part 13, load part 14 and wrapping part 15.
  • the floating part 13 is arranged in the direction of the collected water and is with the anchor handles 12 to its attachment to the terrain intended.
  • the mentioned anchor handles 12 can be adhered to the terrain by means of the pins.
  • the loading part 14 is connected both to the floating part 13 and to the wrapping part 15 .
  • the wrapping member 15 is provided at its free end with the tightening straps 16 , which are connected to the wrapping of the base and body assembly with the unmarked Fixierschnallen and Fixiergriffen, which are arranged on the side of a part of the basic part of the flood barrier forming chamber.
  • the material of the individual parts is substantially the same as in the flood barrier according to the first basic arrangement of the applicant.
  • a ungeheftetes end H of the floating part 13 of the deck sail 9 is further shown, which serves for mutual elongate connection with the other deck sails 9 .
  • the elongate connection is disposed on one side of the loading member 14 and is common to the floating member 13 and the wrapping member 15. Such an arrangement is therefore advantageous, so that the composite flood barrier reliably withstood the collected water.
  • a basic part of the flood barrier is attached, which is formed by multi-chamber, especially two-chambered tube 2 .
  • On the basic part of the flood barrier is at least by a, in particular by Einschtubus 7 formed in the form of the pipe philosophicalpartie attached.
  • the basic lot and the biologypartie are connected in a known manner by means of the unmarked Fixiergurten and straps.
  • the basic lots and the superstructures are arranged to a mutual elongated connection by means of the unmarked connectors, in which the ends of the basic and superstructure parties are inserted in the connection.
  • the connecting pieces are provided with the lids of the filling valves 1 .
  • the existing arrangement so that the basic part of the flood barrier is extended by the fact that it is formed by a multi-chamber tube consisting of three, four or more chamber
  • this expanded basic section some construction stages are gradually installed, the number of the chamber being gradually smaller, always around a chamber.
  • the combined deck sail 9 is first attached to the point of destination in the flat unfolded state, as shown in Fig. 8.
  • the levitation part 13 of the deck sail 9 is attached in the direction to the collected water and the anchor handles 12 are attached to the terrain, for example by means of the pins, as schematically in DET 1 in FIG. 9 is shown.
  • the basic lot and the superstructure are transported to the destination in a collapsed flattened state.
  • the basic part of the flood barrier is placed on the loading part 14 of the deck sail 9 and subsequently the basic section and the construction of the flood barrier begins to fill with water through the filling valves 1 in the known manner. After filling with water, the basic part and the biologypartie be connected by means of the unmarked straps and fixing handles in the known manner.
  • the filling valves 1 are closed in a new way, where the filling valve 1 including the inner layer formed by the waterproof film by means of the buckle 10 of the filling valve 1 in a so-called rosette by means of fixing, so-called “B-lock "embraced. Subsequently, the inner layer formed by the waterproof film, with a textile band immediately after the so-called rosette looped around, and then withdrawn at this point by means of forming by an electrician clamp throttle body. Furthermore, the inner layer formed by the waterproof film is independently cranked into a so-called “gooseneck” and wrapped with a textile tape, and is withdrawn by means of the formed by an electrician clamp throttle body. So prepared inner layers of the filling valves 1 are inserted into the mentioned cover 4 of the arranged in the connecting pieces 1 filling valves.
  • the basic and construction of the flood barrier is wrapped with the wrapping part 15 of the deck sail 9 in the direction away from the intercepted water.
  • the wrapping member 15 is provided at its free end with the tightening straps 16 , which are connected to the wrapping of the base and body assembly with the unmarked Fixierschnallen and Fixiergriffen, which are arranged on the side of a part of the basic part of the flood barrier forming chamber.
  • the flood barrier with the combined deck sail 9 is a stable a reliable connection of the individual elements of the flood barrier with an increase in the lateral stability of the whole system of this flood barrier.

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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)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
EP07466018A 2006-08-18 2007-08-14 Barrage contre des inondations Withdrawn EP1892335A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CZ200618010U CZ16932U1 (cs) 2006-08-18 2006-08-18 Protipovodňová zábrana
CZ200718699U CZ17587U1 (cs) 2007-04-05 2007-04-05 Protipovodňová zábrana

Publications (2)

Publication Number Publication Date
EP1892335A2 true EP1892335A2 (fr) 2008-02-27
EP1892335A3 EP1892335A3 (fr) 2008-12-03

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP07466018A Withdrawn EP1892335A3 (fr) 2006-08-18 2007-08-14 Barrage contre des inondations

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Country Link
EP (1) EP1892335A3 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK178305B1 (en) * 2014-10-28 2015-11-23 June Månsson Padtoft Mobile water dam system
WO2016176489A1 (fr) * 2015-04-30 2016-11-03 P.V. Flood Control Corp. Digue de confinement améliorée
US10472786B2 (en) 2015-04-30 2019-11-12 P.V. Flood Control Corp. Structure supported containment dike
RU2782217C1 (ru) * 2022-04-26 2022-10-24 федеральное государственное бюджетное образовательное учреждение высшего образования "Национальный исследовательский университет "МЭИ" (ФГБОУ ВО "НИУ "МЭИ") Защитное гидротехническое сооружение

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6126362A (en) * 1999-03-01 2000-10-03 Carter; Timothy L. Pressure secured liquid damming protective bank device and method
US6364571B1 (en) * 1997-09-22 2002-04-02 David Doolaege Flexible hydraulic structure with right angle tube fitted therethrough
US20040047688A1 (en) * 1998-02-13 2004-03-11 U.S. Flood Control Inc. Liquid containment/diversion dike
US20040146359A1 (en) * 2003-01-23 2004-07-29 David Doolaege Water containment structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6364571B1 (en) * 1997-09-22 2002-04-02 David Doolaege Flexible hydraulic structure with right angle tube fitted therethrough
US20040047688A1 (en) * 1998-02-13 2004-03-11 U.S. Flood Control Inc. Liquid containment/diversion dike
US6126362A (en) * 1999-03-01 2000-10-03 Carter; Timothy L. Pressure secured liquid damming protective bank device and method
US20040146359A1 (en) * 2003-01-23 2004-07-29 David Doolaege Water containment structure

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK178305B1 (en) * 2014-10-28 2015-11-23 June Månsson Padtoft Mobile water dam system
WO2016176489A1 (fr) * 2015-04-30 2016-11-03 P.V. Flood Control Corp. Digue de confinement améliorée
US9528236B2 (en) 2015-04-30 2016-12-27 P.V. Flood Control Corp. Containment dike
CN107208390A (zh) * 2015-04-30 2017-09-26 P.V.防汛设备公司 改进的容纳堤坝
CN107208390B (zh) * 2015-04-30 2019-07-05 P.V.防汛设备公司 改进的容纳堤坝
US10378168B2 (en) 2015-04-30 2019-08-13 P.V. Flood Control Corp. Containment dike
US10472786B2 (en) 2015-04-30 2019-11-12 P.V. Flood Control Corp. Structure supported containment dike
US10584454B2 (en) 2015-04-30 2020-03-10 P.V. Flood Control Corp. Containment dike
US10889951B2 (en) 2015-04-30 2021-01-12 P.V. Flood Control Corp. Structure supported containment dike
US11384497B2 (en) 2015-04-30 2022-07-12 P.V. Flood Control Corp. Containment dike
US11746488B2 (en) 2015-04-30 2023-09-05 P.V. Flood Control Corp. Containment dike
RU2782217C1 (ru) * 2022-04-26 2022-10-24 федеральное государственное бюджетное образовательное учреждение высшего образования "Национальный исследовательский университет "МЭИ" (ФГБОУ ВО "НИУ "МЭИ") Защитное гидротехническое сооружение

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