EP1307618B1 - Segment of flood-protection wall based on special bag filled with water - Google Patents
Segment of flood-protection wall based on special bag filled with water Download PDFInfo
- 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
Links
Images
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
- 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.
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)
- Barrages (AREA)
- Treatments For Attaching Organic Compounds To Fibrous Goods (AREA)
- Woven Fabrics (AREA)
Description
- 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.
- At present various constructions of flood-protection bags and flood protection walls built-up from these bags are known. For example, there is group of bags filled with water, having its cross-section is created by on basis situated triangle. Cross section shape can be kept by external bar supporting structure or by internal partitions placed regularly in the bag. In this case covering of the bag is made of chemically resistant plastic, namely of low density polyethylene.
- On principle similar flood-protection system is created by open bags (tanks) with trapezoidal cross section. Bags are supported by tough and quick mountable structure made of steel pipes and have surface sheet made of geo-fabric or polyvinylchloride coated fabric. These bags are filled by sand, soil or water (watertight design).
- 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.
- By virtue of these reasons it is useful to create domed shape of cross section which is defined by one or more mutual intersecting surfaces. Such bag conforms better to tonic conditions in water mass given by gravity and surface tension.
- According to these reasons known flood-protection bags have domed shape when filled. For example 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).
- As mentioned above flood-protection bags of domed design are advantageous, because the tonic strain of their surface is better. They also have design possibilities for higher mechanical resistance and durability than bags of other shapes of cross sections. But there is one lack of functional design: these bags are not fully optimised as from point of view of functional design as from point of view of materials used for surface sheet production. Used materials with plastic coatings (especially polyvinylchloride) are not optimal in this way of application neither from point of view of possibility of immediate mechanical damage during handling with bags nor from point of view of long-term resistance during given flood situation. US-A-5 865 564 discloses a prior art water fillable bag.
- 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. When filled 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.
- From point of view of 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.
- For easier handling It is advantageous when there are at least four metallic loopholes connected to each segment of flood-protection wall.
- As fabric it is advantageous to use a plain weave fabric with tensile strength 1800 N to 2300 A (warpwise) and 2000 N to 2300 N (weftwise) having been determined on a sample 50 x 200 mm dimensions. It is possible that this fabric could be polyester fabric with square weight 140 g/m2 ± 10%.
- It is advantageous when 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.
- It is advantageous when coatings of segment surface sheet are 1.2 to 1.4 mm thick.
- Segment of flood-protection wall according to this invention 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.
- For further explanation of invention principle there are drawings, where fig. 1 shows side view on simply domed segment according to invention, fig. 2 shows transverse section in place A in fig. 1, fig. 3 shows side view on doubly domed segment according to invention, fig. shows transverse section in place B in fig. 3.
-
Segment 1 designed according to fig. 1 or fig. 2 respectively occupies when filled domed shape over its basis which is defined by one convex surface - cross section of "cob-loaf" shape. Ratio of rectangular projection of width s ofsegment 1 to rectangular projection of height v ofsegment 1 is within 2.15 : 1, length of segment could be 2 to 2.5 m.Segment 1 has onefilling neck 3 and onevent neck 4 in the top area and at least one drainingneck 5 in the foot area; -
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/m2 ± 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. - In bag cavity upper wall of
surface sheet 2 ofsegment 1 is connected with opposite lower wall bystability partition 9. - End areas of
segment surface sheet 2 are provided with connecting fixtures containingmetallic loopholes 6 for connecting adjoining segments withrope 7. There arecarrier loopholes 8 made of rubberised fabric fastened onsurface sheet 2 by curing for to make easy handling withsegment 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 1 designed according to fig. 3 or fig. 4 respectively occupies when filled domed shape over its basis which is defined by two convex surfaces - cross section of "leaf" shape. Ratio of rectangular projection of width s ofsegment 1 to rectangular projection of height v ofsegment 1 is within 2.15 : 1, length of segment could be 2 to 5 m.Segment 1 has onefilling neck 3 and onevent neck 4 in the top area and at least one drainingneck 5 in the foot area; -
Segment surface sheet 2 ofsegment 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/m2 ± 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 ofsegment 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. - In bag cavity upper wall of
surface sheet 2 ofsegment 1 is connected with opposite lower wall bystability partition 9, side walls ofsurface sheet 2 ofsegment 1 are connected byhorizontal stability partition 9 - End areas of
segment surface sheet 2 are provided with connecting fixtures containingmetallic loopholes 6 for connecting adjoining segments withrope 7. There arecarrier loopholes 8 made of rubberised fabric fastened onsurface sheet 2 by curing for to make easy handling withsegment 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. - Using 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.
- The best tightness is reached by positioning segments each to other so that they are in contact by lower edges of their side walls. The tighter they are connected, the better tightness is reached. If there is only longer segment available in given space, it can be "bent" upwards and tightened by "stepping" in the corner.
- It is possible to fill segments from any water source -miscellaneous pumps for river water or other sources, fire tanks or other ones, fire hydrants, water conduits, etc. Connecting with filling
neck 3 is provided by fire-head "C". Emergency filling can be provided by thinner hose without connector. This hose is inserted through filling neck into the bag. - It is possible to fill several segments at the time (according to equipment available) or one by one segment. Using the second way it is recommended to insert next part under side wall of full segment. After filling segments are connected with ropes by means of
metallic loopholes 6. If possible from point of view of environmental conditions it is good to tie at least outer ends of flood-protection wall to solid things (frames embedded in concrete, massive buildings, etc. that are presupposed not to be damaged by flood) or to subjects on uphill places. - Segments according to example No. 2 which are used separately are to be statically secured, e.g. tied to secured object. In order to ensure maximum tightening effect, it is necessary to place lower edge of segment exactly to tightened wall and during filling to check eventually correct position of lifting side walls.
- 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 ventingneck 4 by lifting side walls), water inflow from the source will be stopped, hose will be disconnected and fillingneck 3 and ventingneck 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.
- After flood exposure passed away, 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 unbindingropes 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.
- For filling segments it is possible to use pumped water from rivers, fire tanks etc. by means normal fire connectors
- 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)
- A segment of flood-protection wall comprising a water-fillable bag having domed shape over its basis when filled with water, the dome shape being defined defined by a sheet in the form of at least one convex surface when seen in transverse section of the segment, with opposite sections of the segment sheet inner wall being interconnected by at least one stabilizing partition (9) partitioning the bag cavity, wherein the ratio of the rectangular projection of segment width (s) to rectangular projection of its height (v) ranges between 1.5 : 1 to 3.5 : 1. that the segment (1) is provided with at least one filling neck (3) and at least one venting neck (4) in the top of its dome shaped area and at least one draining neck (5) in the foot area, with the filling neck being provided with a normal fire-hose connector and that the sheet (2) of the segment is made of plain weave fabric coated on both sides with an elastomer compound based on a blend ethylene-propylene-diene rubber and styrenebutadiene rubber.
- The segment of the flood-protection wall according to Claim 1, in which its sheet (2) is provided with connecting fixtures comprising metal loopholes 6 in end areas.
- The segment of the flood-protection wall according to Claim 1, in which at least four carrying handles (8) are connected to its sheet (2).
- The segment of the flood-protection wall as claimed in Claim 1, characterized in that the plain weave fabric is having tensile strength, as determined on a specimen 50 x 200 mm in size, of 1,800 N to 2,300 N in the warp direction and 2,000 N to 2,300 N in the weft direction.
- The segment of the flood-protection wall as claimed in Claim 4, in which the plain weave fabric is a polyester fabric having mass per unit area of 140 g/m2 ± 10%.
- The segment of the flood-protection wall as claimed in Claim 1, in which the ethylene-propylene-diene rubber/styrene-butadiene rubber blend comprising the coats of the sheet (2) exhibits tensile strength of at least 10 MPa, elongation at break at least 400%, compression set 50% at maximum, low temperature resistance of down to -25°C and high temperature resistance of up to 70°C.
- The segment of the flood-protection wall according to Claim 1, characterized in that the elastomer coats of the sheet (2) are 1.2 to 1.4 mm thick.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CZ20002812A CZ291602B6 (en) | 2000-08-02 | 2000-08-02 | Flood control wall segment based on water-filling bag |
CZ20002812 | 2000-08-02 | ||
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 (en) | 2003-05-07 |
EP1307618B1 true EP1307618B1 (en) | 2007-01-10 |
Family
ID=5471493
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01956261A Expired - Lifetime EP1307618B1 (en) | 2000-08-02 | 2001-07-27 | Segment of flood-protection wall based on special bag filled with water |
Country Status (10)
Country | Link |
---|---|
EP (1) | EP1307618B1 (en) |
AU (1) | AU2001278354A1 (en) |
CZ (1) | CZ291602B6 (en) |
DE (1) | DE60125950T2 (en) |
ES (1) | ES2281432T3 (en) |
PL (1) | PL204520B1 (en) |
SI (1) | SI21103A (en) |
SK (1) | SK286729B6 (en) |
UA (1) | UA72997C2 (en) |
WO (1) | WO2002010519A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102008006297A1 (en) * | 2008-01-28 | 2009-07-30 | Deutsche Gesellschaft zum Bau und Betrieb von Endlagern für Abfallstoffe mbH (DBE) | Test weight for application in brake test on hoisting devices, particularly hoisting plant and rope drive installation, has container manufactured from foil or tarpaulin for receiving fluid, particularly water |
GB2595642A (en) * | 2020-05-27 | 2021-12-08 | Kenneth Wright John | Fluid containment apparatus |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2841269B1 (en) * | 2002-06-25 | 2005-02-11 | Jean Claude Arbogast | AUTOSTABLE DAM DEVICE |
EP1512795A1 (en) * | 2003-09-04 | 2005-03-09 | DMS V.o.f. | Liquid-fillable barrier |
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 |
EP3044377B1 (en) * | 2013-09-12 | 2020-03-04 | 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. |
CZ2013983A3 (en) * | 2013-12-09 | 2015-05-27 | Koexpro Ostrava, Akciová Společnost | Protective dam for restriction of undesired movements of natural materials due loss by erosion and transportation of washed-off soil |
DE202015100269U1 (en) | 2015-01-21 | 2015-03-20 | ÖKO-TEC Umweltschutzsysteme GmbH | Protective device for congestion of liquids, in particular mobile flood protection device |
CN106087869A (en) * | 2016-08-15 | 2016-11-09 | 莫喻然 | A kind of flood fighting dykes and dams crevasse quick blocking wall and using method thereof |
DE102016012114B4 (en) * | 2016-10-10 | 2021-01-07 | Michael Windpassinger | Flood protection facility |
CN112761108B (en) * | 2020-12-23 | 2022-09-02 | 宿州速果信息科技有限公司 | Water plugging mechanism for flood control |
Family Cites Families (4)
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 |
-
2000
- 2000-08-02 CZ CZ20002812A patent/CZ291602B6/en not_active IP Right Cessation
-
2001
- 2001-07-27 SI SI200120043A patent/SI21103A/en not_active IP Right Cessation
- 2001-07-27 ES ES01956261T patent/ES2281432T3/en not_active Expired - Lifetime
- 2001-07-27 SK SK77-2003A patent/SK286729B6/en not_active IP Right Cessation
- 2001-07-27 DE DE60125950T patent/DE60125950T2/en not_active Expired - Lifetime
- 2001-07-27 EP EP01956261A patent/EP1307618B1/en not_active Expired - Lifetime
- 2001-07-27 WO PCT/CZ2001/000042 patent/WO2002010519A1/en active IP Right Grant
- 2001-07-27 AU AU2001278354A patent/AU2001278354A1/en not_active Abandoned
- 2001-07-27 UA UA2003021724A patent/UA72997C2/en unknown
- 2001-07-27 PL PL362284A patent/PL204520B1/en unknown
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102008006297A1 (en) * | 2008-01-28 | 2009-07-30 | Deutsche Gesellschaft zum Bau und Betrieb von Endlagern für Abfallstoffe mbH (DBE) | Test weight for application in brake test on hoisting devices, particularly hoisting plant and rope drive installation, has container manufactured from foil or tarpaulin for receiving fluid, particularly water |
GB2595642A (en) * | 2020-05-27 | 2021-12-08 | Kenneth Wright John | Fluid containment apparatus |
Also Published As
Publication number | Publication date |
---|---|
SK286729B6 (en) | 2009-04-06 |
EP1307618A1 (en) | 2003-05-07 |
AU2001278354A1 (en) | 2002-02-13 |
CZ20002812A3 (en) | 2002-03-13 |
SK772003A3 (en) | 2004-06-08 |
UA72997C2 (en) | 2005-05-16 |
WO2002010519B1 (en) | 2002-07-18 |
WO2002010519A1 (en) | 2002-02-07 |
DE60125950T2 (en) | 2007-09-06 |
SI21103A (en) | 2003-06-30 |
ES2281432T3 (en) | 2007-10-01 |
PL362284A1 (en) | 2004-10-18 |
DE60125950D1 (en) | 2007-02-22 |
PL204520B1 (en) | 2010-01-29 |
CZ291602B6 (en) | 2003-04-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1307618B1 (en) | Segment of flood-protection wall based on special bag filled with water | |
US7445403B2 (en) | Liquid barrier assembly and connector therefor | |
US8622650B2 (en) | Multi-purpose rotational barrier unit | |
US7708495B1 (en) | Levee system | |
US4765775A (en) | Dike assembly | |
US20100092243A1 (en) | Underwater suspended tunnel | |
PL184841B1 (en) | Transportable flood-protection system | |
US20180340305A1 (en) | Berm Or Levee Expansion System And Method | |
WO2002044502A1 (en) | Flood barrier | |
GB2397086A (en) | Buoyant flood protection barrier | |
US9469956B2 (en) | Drainage management system and method | |
EP3017117B1 (en) | Device for the damming of a liquid in a liquid basin | |
US20110033242A1 (en) | Modular-unit floodwall system | |
EP0381743A1 (en) | Seabed stabilisation mattresses. | |
GB2568474A (en) | Improved flood barrier | |
CA2265010A1 (en) | Liquid inflatable barrier system | |
JP3759118B2 (en) | Natural movable ups and downs that can be installed on the coast, rivers, and flat grounds. | |
CZ10416U1 (en) | Flood wall segment based on water refillable bag | |
EP1413680B1 (en) | Modular element for flood prevention barriers | |
RU2752881C1 (en) | Stationary boom | |
JP5053917B2 (en) | Structure to prevent storm surge | |
HU227023B1 (en) | Tub-like reservoir for surface waters and procedure for making this structure | |
TWI292002B (en) | Water control gate and actuator therefore | |
RU2247809C2 (en) | Stationary harbor boom of constant buoyancy | |
CN115748445A (en) | Bridge drainage system based on water source protection concept |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20030212 |
|
AK | Designated contracting states |
Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AX | Request for extension of the european patent |
Extension state: AL LT LV MK RO SI |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: CEPEK, VACLAV Inventor name: ROUBIK, JOSEF Inventor name: VIK, MILAN Inventor name: HOLECEK, PETR |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070110 Ref country code: CH Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070110 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070110 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070110 |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REF | Corresponds to: |
Ref document number: 60125950 Country of ref document: DE Date of ref document: 20070222 Kind code of ref document: P |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070410 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070611 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20070702 Year of fee payment: 7 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
ET | Fr: translation filed | ||
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2281432 Country of ref document: ES Kind code of ref document: T3 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20071011 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070110 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20070725 Year of fee payment: 7 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070411 Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070731 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20070628 Year of fee payment: 7 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070727 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20080727 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20090331 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20080727 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070110 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20080731 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070727 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20080728 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20070110 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: ES Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20080728 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20160727 Year of fee payment: 16 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20160722 Year of fee payment: 16 Ref country code: IT Payment date: 20160725 Year of fee payment: 16 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20160721 Year of fee payment: 16 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 60125950 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MM Effective date: 20170801 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 351275 Country of ref document: AT Kind code of ref document: T Effective date: 20170727 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180201 Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170801 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170727 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170727 |