EP1307618B1 - Segment für hochwasserschutzwand basiert auf einem besonderen mit wasser gefüllten sack - Google Patents

Segment für hochwasserschutzwand basiert auf einem besonderen mit wasser gefüllten sack Download PDF

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Publication number
EP1307618B1
EP1307618B1 EP01956261A EP01956261A EP1307618B1 EP 1307618 B1 EP1307618 B1 EP 1307618B1 EP 01956261 A EP01956261 A EP 01956261A EP 01956261 A EP01956261 A EP 01956261A EP 1307618 B1 EP1307618 B1 EP 1307618B1
Authority
EP
European Patent Office
Prior art keywords
segment
flood
protection wall
sheet
water
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP01956261A
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English (en)
French (fr)
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EP1307618A1 (de
Inventor
Josef Roubik
Petr Holecek
Milan Vik
Václav CEPEK
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.)
Rubena AS
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Rubena AS
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Publication date
Application filed by Rubena AS filed Critical Rubena AS
Publication of EP1307618A1 publication Critical patent/EP1307618A1/de
Application granted granted Critical
Publication of EP1307618B1 publication Critical patent/EP1307618B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E02B3/108—Temporary dykes with a filling, e.g. filled by water or sand

Definitions

  • Invention concerns segment of flood-protection wall based on special bag filled with water. Walls built-up form individual segments mentioned are intended - as temporary barring and sealing elements - above all for quick protection separate objects against floods. They are usable in wide range of dangerous flood situations.
  • Triangular or trapezoidal cross section is a common disadvantage of above mentioned flood-protection walls. Triangular or trapezoidal cross section is necessary to be supported by some structure, internal partitions, etc. In cross section vertices strain can focus, too.
  • flood-protection bags have domed shape when filled.
  • one of bags has depressed ellipse surface sheet supported by internal longitudinal partition connecting upper and lower bag wall.
  • Surface sheet is made of watertight polyester fabric coated by polyvinylchloride.
  • Another known flood-protection bag has surface sheet created by three mutual intersected convex surfaces ("trefoil" cross section). Also in this case shape of filled bag is kept by internal partitions connecting opposite sides of bag surface sheet. Bag surface sheet is made of geo-fabric (no detailed specification of design and composition).
  • Segment of flood-protection wall based on special bag filled with water according to invention as defined in claim 1 contributes to elimination of above mentioned lacks of known designs.
  • the segment occupies (analogous to more sophisticated representatives of flood-protection bags) domed shape over its basis which is defined by at least one convex surface.
  • Opposite parts of inner wall in bag cavity are connected by at least one stability partition.
  • Principle of invention lies in ratio of rectangular projection of segment width to rectangular projection of segment height is within 1.5 : 1 to 3.5 : 1.
  • the segment has at least one filling neck and at least one vent neck in the top area; the segment has at least one draining neck in the foot area.
  • the filling neck is provided with normal fire-hose connector.
  • the segment surface sheet is made of plain weave fabric two-sided coated by elastomer compound based on EPDM rubber and butadiene-styrene rubber.
  • connection separate segments to compact flood-protection wall it is advantageous to provide end areas of segment surface sheet with connecting fixtures containing metallic loopholes.
  • compound for coatings of segment surface sheet made of plain weave fabric two-sided coated by elastomer compound based on EPDM rubber and butadiene-styrene rubber has tensile strength at least 10 MPa, elongation at least 400%, compression set 50% max., low temperatures resistance to -25°C and high temperatures resistance to 70°C.
  • segment surface sheet is 1.2 to 1.4 mm thick.
  • Segment of flood-protection wall is advantageous, because it joins together advantages of optimised segment bag design (domed shape with defined ratio width to height and with defined placing filling, draining and venting necks) and advantages of optimised composition of materials of segment surface sheet.
  • Plain weave fabric two-sided coated by elastomer compound based on EPDM rubber and butadiene-styrene rubber especially with more exact defined mechanical properties and in connection with above mentioned defined bag design ensures optimum handling and usable properties of the segment as well as in hard space and meteorological conditions. First of all this ensures meeting of priority requirement for reliable function of segments, or walls of them put together respectively, during the whole flood situation continues.
  • Segment surface sheet 2 is made of plain weave fabric two-sided coated by elastomer compound based on EPDM rubber and butadiene-styrene rubber.
  • Polyester fabric has square weight 140 g/m 2 ⁇ 10% and tensile strength 2294 N (warpwise) and 2298 N (weftwise) having been determined on a sample 50 x 200 mm dimensions.
  • Coatings of segment surface sheet 2 are 1.29 mm thick.
  • Compound based on EPDM rubber and butadiene-styrene rubber has tensile strength 11.5 MPa, , elongation 455%, compression set 45% max., low temperatures resistance to -25°C and high temperatures resistance to 70°C.
  • segment surface sheet 2 End areas of segment surface sheet 2 are provided with connecting fixtures containing metallic loopholes 6 for connecting adjoining segments with rope 7.
  • carrier loopholes 8 made of rubberised fabric fastened on surface sheet 2 by curing for to make easy handling with segment 1.
  • Segment 1 of flood-protection wall designed according to fig. 1 and fig. 2 is designated for to scale up banks, to embank separate houses or bigger areas with integral flood-protection wall, to dam streets in towns (between houses) for to stop water from breaking into gate-ways of houses, etc. Segments 1 of this design can stand on free area without bearing on any wall.
  • Segment surface sheet 2 of segment 1 is made of plain weave fabric two-sided coated by elastomer compound based on EPDM rubber and butadiene-styrene rubber.
  • Polyester fabric has square weight 140 g/m 2 ⁇ 10% and tensile strength 2294 N (warpwise) and 2298 N (weftwise) having been determined on a sample 50 x 200 mm dimensions.
  • Coatings of segment surface sheet 2 of segment 1 are 1.29 mm thick.
  • Compound based on EPDM rubber and butadiene-styrene rubber has tensile strength 11.5 MPa, , elongation 455%, compression set 45% max., low temperatures resistance to -25°C and high temperatures resistance to 70°C.
  • segment surface sheet 2 End areas of segment surface sheet 2 are provided with connecting fixtures containing metallic loopholes 6 for connecting adjoining segments with rope 7.
  • carrier loopholes 8 made of rubberised fabric fastened on surface sheet 2 by curing for to make easy handling with segment 1.
  • Segment 1 of flood-protection wall designed according to fig. 3 and fig. 4 is designated above all for to stop water from breaking into doors, garage gates, low placed wells and air slots, separate cellar windows, etc. Segments 1 of this design must be supported or ensured alternatively. If necessary to use in free area, segments must be doubled and mutually gone on.
  • segments according to example 1 and example 2 respectively, separate segments are positioned on given place so that they lie on lower side with filling and venting necks upwards and with draining necks directed to water.
  • Segments according to example No. 2 which are used separately are to be statically secured, e.g. tied to secured object.
  • statically secured e.g. tied to secured object.
  • Segments according to the invention are filled with water, not pressurized. Filling time (according to pump supply) is about 15 minutes in case of standard segment 5 metres long. As soon as the segment is full (it is not possible to stop outflowing water from venting neck 4 by lifting side walls), water inflow from the source will be stopped, hose will be disconnected and filling neck 3 and venting neck 4 will be closed with covers.
  • Flood-protection wall built-up from segments according to the invention is safe to water column of 0.8 meter high. In case of unruffled spilled water on lower reach of rivers and according to landform and subsoil it is possible to reach maximum secure height of 0.9 metres.
  • the flood-protection can be dismantled quickly. Draining necks of separate segments 5 and venting necks 4 (eventually also filling necks 3 ) will be opened and water will drain off Separate segments will be released by unbinding ropes 7 and transported to stock or to next use.
  • Segments according to the invention and flood-protection wall built-up of them are of use not only at floods or ominous floods (where sack of sand are used) but also in conventional situations, e.g. as damming up of parts of water streams - so called “pooling" during bed or bank reparations, etc.). Simple segments are not designated to positioning directly against the strong stream. In this case it is necessary to use doubled set.
  • Segments designed according to the invention are permanent resistant against drinking water, supply water and sewage water, which can be discharged into water flows in accordance with relevant legal regulations. They are resistant against waste water washed out from sewers and septic tanks by floods. Depending on concentration segments are partially resistant against aggressive fluids and oil products. These media can be collected in segments, but for needful time only, e.g. during accidents. In this case it is necessary to empty segments as soon as possible and dispose after use (consider it to be single-purpose).
  • Flood-protection walls designed according to the invention are possible to be placed on any subsoil. It is recommended to place it especially on reinforced subsoil - concrete, pavement, bitumen, etc. If possible it is suitable to clean necessary area and remove sharp and similarly dangerous objects. If not necessary it is better not to place segments on slippery surface in order not to be displaced, or on sandy or gravel subsoil in order not to be undermined by water.

Claims (7)

  1. Segment für Hochwasserschutzwand basiert auf einem besonderen mit Wasser gefüllten Sack, der die Kuppelform über seinem Basis hat, wenn dieses Sack gefüllt mit Wasser ist, diese Kuppelform ist bestimmt mittels dem Mantel, der zumindest eine konvexe Oberfläche bildet, wobei die gegenüberliegende Abschnitte der inner Wall des Mantel des Segments durch den Hohlraum des Sacks miteinander mittels der Stabilisierungstrennwand gekuppelt sind, dadurch gekenzeichnet, dass das Verhältnis von dem Normalriss der Breite zu der Höhe des Segments (1) zwischen 1,5 : 1 und 3,5 : 1 liegt, und dass das Segment (1) auf der Gipfelpunkt der Kuppelform mit zumindest einem Füllstutzen (3) und zumindest einem Entlüftstutzen - Abblasstutzen (4) ausgerüstet ist, und dass das Segment (1) in dem Fußbereich mit zumindest einem Ablassstutzen (5) versehen ist, der Füllstutzen (3) mit der normalisierten Feuerlöschkupplung ausgerüstet ist, und dass der Mantel (2) des Segments (1) aus dem Gewebe der Leinwandbindung hergestellt ist, die beiderseitig mit der Mischung von einem Elastomer - Kautschukmischung versehen ist, diese Mischung auf der Basis des Äthylen - propylen - dien Kautschuk und des Styrol - Butadien Kautschuk gebildet ist.
  2. Segment für Hochwasserschutzwand nach dem Anspruch 1, dadurch gekenzeichnet, dass der Mantel (2) in seinen Endflächen mit den Verbindungsanfassenden (6) versehen ist.
  3. Segment für Hochwasserschutzwand nach dem Anspruch 1, dadurch gekenzeichnet, dass zumindest vier Betätigungsaugen (8) zu dem Mantel (2) angeschlossen sind
  4. Segment für Hochwasserschutzwand nach dem Anspruch 1, dadurch gekenzeichnet, dass die Zugfestigkeit des Gewebes, bestimmt bei dem Prüfungskörperchen von Größe 50 x 200 mm, zwischen 1800 N und 2300 N in der Ketterichtung und zwischen 2000 N und 2300 N in der Schussrichtung liegt.
  5. Segment für Hochwasserschutzwand nach dem Anspruch 4, dadurch gekenzeichnet, dass als das Gewebe der Leinwandbindung das Polyestergewebe angewendet ist, das die Flächenmasse 140 g/m2 ± 10% hat.
  6. Segment für Hochwasserschutzwand nach dem Anspruch 1, dadurch gekenzeichnet, dass die Elastomer - Kautschukmischung auf der Basis des Äthylen - propylen - dien Kautschuk und des Styrol - Butadien Kautschuk die Zugfestigkeit zumindest 10 MPa hat, die Dehnfähigkeit - zumindest 400% hat, die bleibende Druckverformung zuhöchst 50%, die Kältebeständigkeit bis -25°C und die Temperaturbeständigkeit bis +70°C hat.
  7. Segment für Hochwasserschutzwand nach dem Anspruch 1, dadurch gekenzeichnet, dass die Elastomer - Kautschukschichten von dem Mantel (2) die Dicke von 1,2 zu 1,4 mm haben.
EP01956261A 2000-08-02 2001-07-27 Segment für hochwasserschutzwand basiert auf einem besonderen mit wasser gefüllten sack Expired - Lifetime EP1307618B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CZ20002812 2000-08-02
CZ20002812A CZ291602B6 (cs) 2000-08-02 2000-08-02 Segment protipovodňové stěny na bázi vodou plnitelného vaku
PCT/CZ2001/000042 WO2002010519A1 (en) 2000-08-02 2001-07-27 Segment of flood-protection wall based on special bag filled with water

Publications (2)

Publication Number Publication Date
EP1307618A1 EP1307618A1 (de) 2003-05-07
EP1307618B1 true EP1307618B1 (de) 2007-01-10

Family

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Family Applications (1)

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EP01956261A Expired - Lifetime EP1307618B1 (de) 2000-08-02 2001-07-27 Segment für hochwasserschutzwand basiert auf einem besonderen mit wasser gefüllten sack

Country Status (10)

Country Link
EP (1) EP1307618B1 (de)
AU (1) AU2001278354A1 (de)
CZ (1) CZ291602B6 (de)
DE (1) DE60125950T2 (de)
ES (1) ES2281432T3 (de)
PL (1) PL204520B1 (de)
SI (1) SI21103A (de)
SK (1) SK286729B6 (de)
UA (1) UA72997C2 (de)
WO (1) WO2002010519A1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008006297A1 (de) * 2008-01-28 2009-07-30 Deutsche Gesellschaft zum Bau und Betrieb von Endlagern für Abfallstoffe mbH (DBE) Prüfgewicht zur Verwendung bei Bremsenprüfungen an Hebesystemen
GB2595642A (en) * 2020-05-27 2021-12-08 Kenneth Wright John Fluid containment apparatus

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2841269B1 (fr) * 2002-06-25 2005-02-11 Jean Claude Arbogast Dispositif de barrage autostable
EP1512795A1 (de) * 2003-09-04 2005-03-09 DMS V.o.f. Mit Flüssigkeit befüllbare Barriere
WO2006094552A1 (en) * 2005-03-03 2006-09-14 Dms V.O.F. Liquid-fillable barrier
WO2014175840A1 (en) 2013-04-23 2014-10-30 Slovenska Technicka Univerzita V Bratislave Structure of the element assembly of mobile modular flood barriers
WO2015037982A1 (en) * 2013-09-12 2015-03-19 Slamdam Holding B.V. Flood defence dam structure, dam comprising such structure and method for providing a dam
NL2011435C2 (en) * 2013-09-12 2015-03-16 Luchinus Hendrik Boelen Flood defence dam structure, dam comprising such structure and method for providing a dam.
CZ305176B6 (cs) * 2013-12-09 2015-05-27 Koexpro Ostrava, Akciová Společnost Ochranná hráz k omezení nežádoucích pohybů přírodních hmot vlivem erozního smyvu a transportu splavenin
DE202015100269U1 (de) 2015-01-21 2015-03-20 ÖKO-TEC Umweltschutzsysteme GmbH Schutzeinrichtung zum Stau von Flüssigkeiten, insbesondere mobile Hochwasser-Schutzeinrichtung
CN106087869A (zh) * 2016-08-15 2016-11-09 莫喻然 一种抗洪用堤坝溃口快速封堵墙及其使用方法
DE102016012114B4 (de) * 2016-10-10 2021-01-07 Michael Windpassinger Hochwasserschutzeinrichtung
CN112761108B (zh) * 2020-12-23 2022-09-02 宿州速果信息科技有限公司 一种防洪用堵水机构

Family Cites Families (4)

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Publication number Priority date Publication date Assignee Title
GB945091A (en) * 1959-12-31 1963-12-23 Goodyear Tire & Rubber Floating oil spill boom
CH655338A5 (en) * 1981-08-31 1986-04-15 Einsatzgemeinschaft Zum Schutz Arrangement for forming a land barrier against liquids and debris
US5713699A (en) * 1992-03-02 1998-02-03 Obermeyer; Henry K. Spillway crest gate system and inflatable bladder therefor
US5865564A (en) * 1997-05-23 1999-02-02 Aqua-Barrier, Inc. Water-fillable barrier

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008006297A1 (de) * 2008-01-28 2009-07-30 Deutsche Gesellschaft zum Bau und Betrieb von Endlagern für Abfallstoffe mbH (DBE) Prüfgewicht zur Verwendung bei Bremsenprüfungen an Hebesystemen
GB2595642A (en) * 2020-05-27 2021-12-08 Kenneth Wright John Fluid containment apparatus

Also Published As

Publication number Publication date
PL362284A1 (en) 2004-10-18
CZ20002812A3 (cs) 2002-03-13
AU2001278354A1 (en) 2002-02-13
ES2281432T3 (es) 2007-10-01
SI21103A (sl) 2003-06-30
UA72997C2 (uk) 2005-05-16
PL204520B1 (pl) 2010-01-29
DE60125950D1 (de) 2007-02-22
EP1307618A1 (de) 2003-05-07
CZ291602B6 (cs) 2003-04-16
DE60125950T2 (de) 2007-09-06
WO2002010519B1 (en) 2002-07-18
SK286729B6 (sk) 2009-04-06
SK772003A3 (en) 2004-06-08
WO2002010519A1 (en) 2002-02-07

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