CN101248237A - Flood defence barrier assembly - Google Patents
Flood defence barrier assembly Download PDFInfo
- Publication number
- CN101248237A CN101248237A CNA200680028758XA CN200680028758A CN101248237A CN 101248237 A CN101248237 A CN 101248237A CN A200680028758X A CNA200680028758X A CN A200680028758XA CN 200680028758 A CN200680028758 A CN 200680028758A CN 101248237 A CN101248237 A CN 101248237A
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- CN
- China
- Prior art keywords
- panel member
- assembly
- supporting member
- panel
- members
- 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.)
- Pending
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Classifications
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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
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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)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
A flood defence assembly comprises a support member (2) formed from steel or other rigid material and having a sleeve portion (4) that is adapted to be slidably mounted on a bollard (6). Bollard (6) is set into the ground (8) to an appropriate depth adjacent a body of water that is susceptible to flooding. The support member (2) comprises first and second support panels, which form a slot (14) into which a panel member (16) is slidably mountable. Support member (2) is also provided with a plurality of brackets (19) for supporting restraint members (20) in the form of metal tubes or other members of similar strength. Buttress members (22) are disposed between the sleeve portion (4) and the back panel of support members (2). A rubber sheet (24) can be removably placed along the ground (8) at the point where the panel member (16) contacts the ground (8). When a body of floodwater (26) rises, the weight of the floodwater (26) deforms panel member (16) and pushes the panel member (16) downwardly onto rubber sheet (24) and into the rubber seal members (not shown) disposed in slot (14). The restraint member's (20) support the panel members (16) at the maximum deflection of panel member's (16).
Description
Technical field
The present invention relates to a kind of flood defence barrier assembly, and especially but not exclusively relate near a kind of assembly that is suitable for being arranged on the waters that is easy to spread unchecked.
Background technology
Need permanent, interim or dismountable flood defence assemblies protection to be subject to spread unchecked the property of influence.Flood defence assemblies can comprise and can be fixed to the pillar in the ground and be engaged between the pillar to form the panel of flood defence barrier.
The shortcoming of the flood defence assemblies of the prior art of the type is: expensive foundation structure must be set near the waters that is easy to spread unchecked.For example, in a system, metal anchor plates must for good and all be cast in the concrete ground beam, and anchor slab is suitable for the support metal pillar.When a column bolt was connected to anchor slab, a plurality of repeatedly beams were engaged in then between the described post and by compression tool and compress.Another problem of this system be need be very strict tolerance, so system can only be in smooth water-glass general work, thereby needs the grade beam basis.
Summary of the invention
Preferred implementation of the present invention attempts to overcome the shortcoming of prior art.
According to the present invention, a kind of flood defence assemblies is provided, comprising:
A plurality of supporting members, it is suitable for being arranged near the waters; And
A plurality of panel members, it is suitable for being arranged between the adjacent paired supporting member to form the barrier that fully anti-sealing enters;
Wherein said supporting member is suitable for respect to the horizontal plane keeping described panel member with acutangulating, makes the weight that acts on the water at least one described panel member help to form the described supporting member of described panel member, at least one correspondence and the sealing between the described assembly setting surface thereon.
Be suitable for respect to the horizontal plane acutangulating a plurality of supporting members that keep a plurality of panel members and make the weight of the water that kept by panel help to form the sealing between panel member, supporting member and the assembly setting surface thereon by providing, to be the weight of utilizing flood with panel push in support member and the ground to form the advantage that provides seals and anti-sealing passes flood defence assemblies and enters.Help form the structure of sealing as acutangulating the weight that keeps panel member and utilize water, the design tolerance of flood defence assemblies can be lower than the flood defence assemblies of prior art, thereby reduces the manufacturing cost and the running cost of flood defence assemblies.So also provide the flood defence assemblies can be along the advantage on landform and slope.
In a preferred embodiment, at least one described panel member is flexible.
The advantage that provides like this is further to improve the efficient that forms sealing, occupies sealing station because panel member is easy to deflection.In particular, the advantage that provides like this is because flexible panel is the shape on uneven ground, so can use flood defence assemblies on uneven ground.The advantage that so also provides is that panel can be thinner than the panel of prior art.
At least one described panel member is formed by laminate.
The advantage that provides like this be panel can by cheaply and the material that obtains easily form.
Described acute angle can be between 15 ° and 30 °.
Found when the weight of utilizing water forms sealing, to be the most effective in the angle that forms between 15 ° and 30 ° between panel member and the floor surface.
In a preferred embodiment, assembly also comprises a plurality of containment members, described containment member is suitable for being arranged between at least one described supporting member, at least one described panel member and the described assembly setting surface thereon, and/or is arranged between at least one described supporting member and the described assembly setting surface thereon.
The advantage that provides like this is the characteristic of keeping water here that further strengthens assembly.
At least one described containment member can be formed at least one described panel member.
At least one described containment member can be formed by closed cell rubber.
In a preferred embodiment, assembly also comprises a plurality of confining parts, and described confining part is suitable for being installed at least one described supporting member and/or at least one the described panel member, so that strengthen described panel member.
The advantage that provides like this is the intensity that further strengthens panel member, especially limits the degree that panel member can deflection and helps panel member to absorb the impact of the fluctuation that comes from water or come from the impact that water is taken thing.
At least one supporting member can comprise sleeve component, and described sleeve component is suitable for being removably disposed in and places near the guard post in waters, and described sleeve component has at least one and is suitable for the recess of splice panel member slidably.
Be suitable for the recess of splice panel member slidably by providing the sleeve component that can be removably disposed on the guard post and this sleeve component to have at least one, the advantage that provides like this is to support guard post can be retained near the waters that is easy to spread unchecked the appropriate location, and when flood is dangerous, supporting member can be enclosed within on the guard post simply, easily to install and to remove supporting member.In addition, because having at least one, sleeve component is suitable for the recess that slidably engages with panel member, so it is in place that the advantage that provides like this is that panel member can easily slip into, and the special tool that does not need to erect sleeve component or panel member is attached to sleeve component.
Assembly is arranged near at least one guard post the waters in the time of also can comprising use.
Described sleeve component can comprise a plurality of rings.
The advantage that provides like this is to reduce the weight and the cost of supporting member.
At least one described supporting member also can comprise at least one flange, and described flange is suitable for preventing that described panel member from removing from described supporting member along direction forward.
Assembly also can comprise at least one wedge member, and described wedge member is suitable for being inserted between described panel member and at least one the described flange, with against the described panel member of described supporting member wedging.
The advantage that provides like this is the sealing intensity that has strengthened between panel and the supporting member.
At least one described supporting member also can comprise a plurality of pins, and described pin is suitable for preventing that described panel member from removing from described supporting member along direction forward.
Assembly also can comprise at least one wedge member, and described wedge member is suitable for inserting between described panel member and at least one the described pin, with against the described panel member of described supporting member wedging.
The advantage that provides like this is the sealing intensity that strengthens between panel and the supporting member.
Assembly also can comprise at least one fixed support that is suitable for being installed at least one described pin, and described fixed support comprises the biasing device that is suitable for making at least one described panel member against corresponding concave part.
The advantage that provides like this is to strengthen panel and panel to remain on sealing intensity between wherein the recess.
Described biasing device can comprise at least one bolt, and described at least one bolt is installed at least one the corresponding screwed hole that is formed in the described fixed support.
At least one supporting member can comprise concrete block, and described concrete block is suitable for being arranged near the waters and has and is suitable at least one recess of splice panel member slidably.
The advantage that provides like this is when not having flood dangerous, can be from removing flood defence assemblies near the waters fully.Because the weight of concrete block, so do not need to support other foundation structure of for example guard post of concrete block.
Assembly also can comprise:
At least one rail member, it is suitable for being connected at least one supporting member to form the exclosure of contiguous at least one described panel member; And
Granular material, it is used to fill described exclosure to form the sealing between described rail member and the described panel member.
The advantage that provides like this provides the sealing along ground in a panel member the place ahead, and this is particularly useful when panel is arranged on the uneven ground.
Description of drawings
Only for any restrictive purpose preferred implementation of the present invention is described in an exemplary fashion and not referring now to accompanying drawing, wherein:
Fig. 1 is the lateral view of first embodiment of supporting member of the present invention;
Fig. 2 a is the viewgraph of cross-section along the line a-a of Fig. 1;
Fig. 2 b is the viewgraph of cross-section corresponding to Fig. 2 a that is combined with containment member;
Fig. 3 is the viewgraph of cross-section along the line b-b of Fig. 1;
Fig. 4 a is the viewgraph of cross-section along the line c-c of Fig. 1;
Fig. 4 b is the viewgraph of cross-section corresponding to Fig. 4 a that is combined with containment member;
Fig. 5 is the viewgraph of cross-section of first embodiment of flood defence assemblies of the present invention;
Fig. 6 is the rear elevation of the flood defence assemblies of Fig. 5;
Fig. 7 a is the stereogram of second embodiment of the present invention's supporting member of being the planter form;
Fig. 7 b is the stereogram of second embodiment of the present invention's supporting member of being the concrete block form;
Fig. 8 is the viewgraph of cross-section of second embodiment of flood defence assemblies of the present invention;
Fig. 9 a is the rear elevation of the flood defence assemblies of Fig. 8;
Fig. 9 b is the vertical view of the flood defence assemblies of Fig. 8;
Figure 10 a is the stereogram of the 3rd embodiment of supporting member of the present invention;
Figure 10 b is the viewgraph of cross-section that the top of the supporting member of Figure 10 a from be attached to flood defence assemblies is observed;
Figure 11 a is the stereogram of observing from the supporting member rear of Figure 10 a that is assembled with confining part and 10b;
Figure 11 b is the stereogram from the supporting member forward observation of Figure 10 a that is assembled with confining part and 10b;
Figure 12 a is the support bracket fastened stereogram that is used to be installed to the supporting member of Figure 10;
Figure 12 b is the fixed support viewgraph of cross-section of Figure 12 a that is installed to the supporting member of Figure 10; With
Figure 13 is the viewgraph of cross-section of the 3rd embodiment of the flood defence assemblies that comprises the ground black box of the present invention.
The specific embodiment
Referring to figs. 1 to 6, first embodiment of flood defence assemblies comprises supporting member 2, and it is formed by steel or other rigid material and has a cannula portion 4 that is suitable for slidably being installed on the guard post 6.Guard post 6 contiguous waters of easily spreading unchecked are arranged in the ground 8 with for example 1 meter appropriate depth place.Supporting member 2 comprises first and second support panels 10 and 12 that form slit 14, by laminate or have the panel member 16 that the material of similar performance forms and slidably be installed in this slit 14.
Supporting member 2 also is provided with backboard 18, and a plurality of other members that are the confining part 20 of metal tube form or have a similar strength can be installed to support 19 on it.Between cannula portion 4 and backboard 18, be provided with a pair of counterfort member 22, so that provide support for assembly.Rubber tile 24 or the plate made by the material with similar performance can be along ground 8 be removably disposed in panel member 16 and 8 position contacting places, ground.Rubber tile 24 can have the groove (not shown) that is formed on its downside, so that (by the weight of water with panel member 16) strengthens the power that contacts with ground when plate 24 pressurizeds, thereby strengthens the intensity of the sealing that is formed by rubber tile 24.
With reference to figure 2b and 4b, by closed cell rubber material or have the containment member 40 that the material of similar performance forms and to be arranged between the panel member 16 and second support panel 12, so that the sealing that provides anti-sealing to enter.Between first support panel 10 and panel member 16, can be provided with wedge member (not shown), so that pushing panel member 16 is against containment member 40.
With reference to figure 5 and 6, in order to erect flood defence assemblies, a plurality of supporting members 2 are installed on the guard post 6 that for good and all is set in place along the waters that is easy to spread unchecked.Thereby supporting member 2 is designed to enough gently be carried by two people at most, makes them without any need for mechanically being enclosed within on the guard post 6.So again, panel member 16 can not need elevating mechanism ground to slip in the slit 14 by maximum two people.It is to be noted, supporting member 2 and panel 16 all without any need for the fixture of for example nuts and bolt with they installation in position.Then, confining part 20 can be installed to the support 19 that is formed on the supporting member 2 with reinforced panel member 16.Below panel member 16, can also be provided with rubber tile 24.Between the edge of panel member 16 and slit 14, be provided with a plurality of other rubber seal (not shown) at the interface.
When body of floodwater 26 raise, the weight of flood 26 made panel member 16 distortion, and shifted onto panel member 16 on the rubber tile 24 downwards and shift onto in the rubber seal member (not shown) that is arranged in the slit 14.Confining part 20 is at the maximum deflection place of panel member 16 support panel member 16.Therefore, can see that the weight of flood 26 pushes panel member 16 in their corresponding seals, and confining part 20 prevents that panel is out of shape too much.Because panel member 16 deformable characteristics and the weight pushing panel member 16 that utilizes flood 26 are against rubber seal, so this flood defence assemblies can be used on uneven ground and can be with lower cost manufacturing, reason is not need to form the strict tolerance of the tight seal that prevents that flood 26 from entering.
Found that this system works best when the sharp angle between ground and the panel member (Fig. 1) is between 15 ° and 30 °, though can use any acute angle.
With reference to figure 7a and 7b, second embodiment of flood defence assemblies comprises the planter 29 that wherein can plant plant and tree, concrete block 28 or other street ancillary facility of waste dump container for example.Concrete block 28 and planter 29 have the paired side direction opposing inclined slit 30 that is suitable for slidably holding panel member 32.Concrete block 28 or planter 29 be because the guard post that their weight and not needing remains in place, and can be installed on the rubber tile 34 near the waters that be easy to spread unchecked with embarking on journey.
Confining part 36 can be installed on the support 38 at panel member 32 rears, and rubber seal 40 also can be arranged in the slit 30, between the contact position of panel member 32 and slit 30.
With reference to figure 8, flood 42 makes panel member 32 distortion and panel member 32 is pushed in rubber seal 34 and 40.The back side of confining part 36 support panel members 32, thus sealing formed.Select the weight of concrete block 28, make that the weight of flood 42 can not transportable concrete piece 28.All parts of this embodiment of the present invention are designed so that all they can be by two people carrying, need except the concrete block 28 or planter 29 of lifting means.
Figure 10 to 11b illustrates the 3rd embodiment of flood defence assemblies, and wherein identical with the embodiment of Fig. 1 to 6 parts are marked with similar Reference numeral, but increase by 100.
Supporting member 102 comprises the support ring 150 that is connected to back bracket member 118 by counterfort member 122.Ring 150 can be arranged on the guard post (not shown) that places ground.Back bracket member 118 comprises a plurality of confining parts hole 152, and confining part 120 can slidably pass confining part hole 152 and install.A plurality of pins 154 are attached to supporting member 102.Panel member 116 can slidably be contained between pin 154 and the support panel 112.Between panel member 116 and support panel 112, be provided with by closed cell rubber or have the containment member 140 that the material of similar performance forms.Between pin 154 and panel member 116, be provided with wedge member 170 so that panel member 116 is pushed in the seal 140.Owing to used ring 150 and pin 154, so the embodiment of Figure 10 to 11b is lighter than the embodiment of Fig. 1 to 9.
With reference to figure 12a and 12b, fixed support 200 comprises mounting pipe 202 and base plate 204.In base plate 204, be formed with screwed hole 206.Installing hole 202 can slidably be installed on the pin 154 of supporting member 102 (Figure 10 to 11b).Pair of bolts 208 can be inserted screwed hole 206 and tighten, so that panel member 216 against seal 240, therefore strengthens sealing intensity.
With reference to Figure 13, for example the rail member 300 of scaffold tube can be connected to the pin 154 of below of supporting member 102 by rope 302, so that form the exclosure 304 between panel member 316 and the rail member 300.Rubber tile 124 is arranged on panel member 316 belows to form sealing at the place, ground.Then, exclosure 304 can be filled with husky or other granular material 306, so that improve the sealing at assembly base portion place.This is useful to form sealing on uneven ground.The edge that rubber tile 124 can thereunder maintain granular material 306 has antelabium or chamfering (not shown), so that strengthen the sealing performance of assembly.
Those skilled in the art will recognize:, and various substituting and modification can be arranged under the situation that does not depart from the scope of the invention that is defined by the following claims only with exemplary but not be in any restrictive purpose and described above embodiment.For example, rubber seal can form with panel member in each embodiment, and perhaps rubber seal can be made individual components by rubber or similar material and forms.
Claims (20)
1. flood defence assemblies comprises:
A plurality of supporting members, it is suitable for being arranged near the waters; And
A plurality of panel members, it is suitable for being arranged between the adjacent paired supporting member to form the barrier that fully anti-sealing enters;
Wherein said supporting member is suitable for respect to the horizontal plane keeping described panel member with acutangulating, makes the weight that acts on the water at least one described panel member help to form the described supporting member of described panel member, at least one correspondence and the sealing between the described assembly setting surface thereon.
2. assembly as claimed in claim 1, wherein, at least one described panel member is flexible.
3. assembly as claimed in claim 1 or 2, wherein, at least one described panel member is formed by laminate.
4. each described assembly in the claim as described above, wherein, described acute angle is between 15 ° and 30 °.
5. each described assembly in the claim as described above, further comprise a plurality of containment members, described containment member is suitable for being arranged between at least one described supporting member, at least one described panel member and the described assembly setting described surface thereon, and/or is arranged between at least one described supporting member and the described assembly setting described surface thereon.
6. assembly as claimed in claim 5, wherein, at least one described containment member is formed at least one described panel member.
7. as claim 5 or 6 described assemblies, wherein, at least one described containment member is formed by closed cell rubber.
8. each described assembly in the claim as described above further comprises a plurality of confining parts, and described confining part is suitable for being installed at least one described supporting member and/or at least one the described panel member to strengthen described panel member.
9. each described assembly in the claim as described above, wherein, at least one supporting member comprises sleeve component, described sleeve component is suitable for being arranged on removably and places near the guard post in waters, and described sleeve component has at least one and is suitable for the recess of splice panel member slidably.
10. assembly as claimed in claim 9 comprises that further at least one is arranged near the guard post in waters in use.
11. as claim 9 or 10 described assemblies, wherein, described sleeve component comprises a plurality of rings.
12. as each described assembly in the claim 9 to 11, wherein, at least one described supporting member further comprises at least one flange, described flange is suitable for preventing that described panel member from removing from described supporting member along direction forward.
13. assembly as claimed in claim 12 further comprises at least one wedge member, described wedge member is suitable for being inserted between described panel member and at least one the described flange, with against the described panel member of described supporting member wedging.
14. as each described assembly in the claim 9 to 11, wherein, at least one described supporting member further comprises a plurality of pins, described pin is suitable for preventing that described panel member from removing from described supporting member along direction forward.
15. assembly as claimed in claim 14 further comprises at least one wedge member, described wedge member is suitable for inserting between described panel member and at least one the described pin, with against the described panel member of described supporting member wedging.
16. as claim 14 or 15 described assemblies, comprise that further at least one is suitable for being installed in the fixed support at least one described pin, described fixed support comprises the biasing device that is suitable for making at least one described panel member against corresponding concave part.
17. assembly as claimed in claim 16, wherein, described biasing device comprises at least one bolt, and described bolt is installed at least one screwed hole that is formed at the correspondence in the described fixed support.
18. each described assembly in the claim as described above, wherein, at least one supporting member comprises concrete block, and described concrete block is suitable for being arranged near the waters and has at least one and is suitable for the recess of splice panel member slidably.
19. each described assembly in the claim as described above further comprises:
At least one rail member, it is suitable for being connected at least one supporting member to form the exclosure of contiguous at least one described panel member; And
Granular material, it is used to fill described exclosure to form the sealing between described rail member and the described panel member.
20. one kind basic as in this flood defence assemblies that is described with reference to the drawings.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GBGB0516576.6A GB0516576D0 (en) | 2005-08-12 | 2005-08-12 | Flood defence barrier assembly |
| GB0516576.6 | 2005-08-12 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101248237A true CN101248237A (en) | 2008-08-20 |
Family
ID=35098205
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA200680028758XA Pending CN101248237A (en) | 2005-08-12 | 2006-08-09 | Flood defence barrier assembly |
Country Status (9)
| Country | Link |
|---|---|
| US (1) | US20090142136A1 (en) |
| EP (1) | EP1913202A1 (en) |
| JP (1) | JP2009504946A (en) |
| CN (1) | CN101248237A (en) |
| AU (1) | AU2006281297A1 (en) |
| CA (1) | CA2617835A1 (en) |
| GB (1) | GB0516576D0 (en) |
| WO (1) | WO2007020385A1 (en) |
| ZA (1) | ZA200802249B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103362101A (en) * | 2013-07-19 | 2013-10-23 | 贾永明 | Movable water-retaining dam |
| CN105556036A (en) * | 2013-08-29 | 2016-05-04 | 海斯科堡垒有限公司 | Flood defence barrier |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8721221B2 (en) | 2011-02-16 | 2014-05-13 | Premark Packaging Llc | System for providing flood protection and method of implementing same |
| US20120230768A1 (en) * | 2011-03-08 | 2012-09-13 | Rowland Lyle R | Water Containment System |
| US9562336B2 (en) * | 2012-12-11 | 2017-02-07 | Rsa Protective Technologies, Llc | Removable floodwall system, components and method of installation |
| DE202015104563U1 (en) | 2015-08-27 | 2015-11-16 | ÖKO-TEC Umweltschutzsysteme GmbH | Mobile protective device for the storage of liquids |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2618411A1 (en) * | 1976-04-24 | 1977-11-03 | Mann Gmbh & Co Fritz | Floodwater protection wall with piles and plates - has sealed plates vibrated into position between driven piles |
| CA1068913A (en) * | 1977-09-28 | 1980-01-01 | Leigh Flexible Structures Ltd. | Portable dams |
| DE3173655D1 (en) * | 1980-10-27 | 1986-03-13 | Leigh Flexible Structures Ltd | Improvements in or relating to flexible barriers |
| DE19512544C1 (en) * | 1995-04-06 | 1996-07-11 | Trauelsen Hans Joachim | Flood protection wall, which can be dismantled |
| FR2736948B1 (en) * | 1995-07-17 | 1997-08-14 | Sovran Jean Paul | SHORELINE COAT |
| DE19701126A1 (en) * | 1997-01-15 | 1998-07-16 | Klaus Trisl | Arrangement to protect or secure areas |
| NO314414B1 (en) * | 2001-03-16 | 2003-03-17 | Aquafence As | A flood barrier section and a flood barrier |
| EP1262602A3 (en) * | 2001-05-30 | 2004-02-04 | plettac AG | Mobile high water protection system |
| US6676333B2 (en) * | 2002-02-19 | 2004-01-13 | Richard D. Ruiz, Llc | Frame members for a portable dam |
| SE0200706L (en) * | 2002-03-08 | 2003-06-03 | Sten-Magnus Kullberg | dam device |
| US6840711B1 (en) * | 2003-03-31 | 2005-01-11 | Ross R. Martinez | Flood control panel system |
-
2005
- 2005-08-12 GB GBGB0516576.6A patent/GB0516576D0/en not_active Ceased
-
2006
- 2006-08-09 ZA ZA200802249A patent/ZA200802249B/en unknown
- 2006-08-09 WO PCT/GB2006/002978 patent/WO2007020385A1/en active Application Filing
- 2006-08-09 CN CNA200680028758XA patent/CN101248237A/en active Pending
- 2006-08-09 US US11/990,352 patent/US20090142136A1/en not_active Abandoned
- 2006-08-09 JP JP2008525636A patent/JP2009504946A/en active Pending
- 2006-08-09 AU AU2006281297A patent/AU2006281297A1/en not_active Abandoned
- 2006-08-09 EP EP06779102A patent/EP1913202A1/en not_active Withdrawn
- 2006-08-09 CA CA002617835A patent/CA2617835A1/en not_active Abandoned
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103362101A (en) * | 2013-07-19 | 2013-10-23 | 贾永明 | Movable water-retaining dam |
| CN105556036A (en) * | 2013-08-29 | 2016-05-04 | 海斯科堡垒有限公司 | Flood defence barrier |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2006281297A1 (en) | 2007-02-22 |
| US20090142136A1 (en) | 2009-06-04 |
| ZA200802249B (en) | 2009-08-26 |
| JP2009504946A (en) | 2009-02-05 |
| WO2007020385A1 (en) | 2007-02-22 |
| EP1913202A1 (en) | 2008-04-23 |
| CA2617835A1 (en) | 2007-02-22 |
| GB0516576D0 (en) | 2005-09-21 |
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| PB01 | Publication | ||
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