EP1786981A1 - Anti-flood barrier - Google Patents
Anti-flood barrierInfo
- Publication number
- EP1786981A1 EP1786981A1 EP05733554A EP05733554A EP1786981A1 EP 1786981 A1 EP1786981 A1 EP 1786981A1 EP 05733554 A EP05733554 A EP 05733554A EP 05733554 A EP05733554 A EP 05733554A EP 1786981 A1 EP1786981 A1 EP 1786981A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- support structure
- dam device
- water chambers
- water
- beams
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
- E02B3/108—Temporary dykes with a filling, e.g. filled by water or sand
Definitions
- the invention relates to a dam device for protection against flooding and a method for building a dam device.
- the object of the invention is achieved by a dam device for protection against flooding according to claim 1 and by a method for building a dam device according to claim 21.
- the dam device according to the invention for protection against flooding has a first support structure and a second support structure arranged at a distance from the first support structure.
- the dam device has a ne large number of water chambers which can be filled with water and are arranged in the free space between the first support structure and the second support structure.
- the water volume contained in the water chambers is spatially fixed with the aid of the first and the second support structure so that this fixed water volume can serve as an inert mass of the dam device.
- the abundant water available on site is therefore used as a “filler material” for producing a dam device of great mass and inertia.
- the components of the first and second support structures and the water chambers can be produced inexpensively.
- the components of the first and second supports - The construction and the empty water chambers require little storage space and can be easily transported to the place of use if necessary.
- the support structures are then set up at the place of use, the water chambers are inserted between the first and second support structures and filled with water
- the dam device according to the invention is also able to withstand stronger impacts, such as those caused by objects carried by the flood.
- a further advantage is that greater heights can be achieved with the dam device according to the invention than with a dam device layered from sandbags.
- the first support structure is arranged on the outside of the dam device and the second support structure on the inside of the dam device.
- the width of the dam device is therefore determined by the two support structures. It is advantageous if the water chambers are spatially fixed by the first support structure and the second support structure. In this way, the water stored in the filled water chambers becomes part of the dam device.
- At least one of the support structures comprises a plurality of supports anchored in the floor. By anchoring the support structures in the ground, the dam device can withstand the flood.
- At least one of the support structures comprises a plurality of guide sleeves anchored vertically in the floor for receiving the carriers.
- the guide sleeves can be anchored in the ground beforehand. In the event of a flood, only the carriers have to be inserted into the existing guide sleeves.
- the beams are arranged at substantially regular intervals from each other. This ensures maximum stability.
- the beams of the first support structure are offset from the beams of the second support structure by a predetermined distance. A more even anchoring of the dam device to the ground can thereby be achieved.
- At least one of the support structures comprises a plurality of baffle plates.
- the baffle plates protect the water chambers behind them from impacting objects.
- such a formwork improves the stability of the dam device
- the baffle plates are advantageously metal plates or metal sheets, preferably steel sheets. Metal sheets can deform elastically and in this way absorb shocks, such as those caused by objects swept away by the flood (tree trunks, parts of buildings, etc.).
- the carriers are designed to hold baffle plates.
- the supports are double-T supports. Double-T beams are characterized by high stability, even with small profile dimensions.
- baffle plates are inserted from above between two adjacent double T-beams.
- the profile of the double-T beam forms a holder for the baffle plate mounted therein.
- baffle plates are mounted in the double-T beams in such a way that the baffle plates have a certain amount of play to absorb shocks.
- the water chambers can be filled individually with water.
- the section-by-section construction of the dam device can ensure that at most one section of the dam device is destroyed while the other sections can continue to perform their function. Under certain circumstances, the destroyed section can then be repaired again.
- the water chambers each have a connection for a water hose, preferably for connecting a fire hose.
- the water chambers can be filled with water in a short time using a fire hose. It is advantageous if the water chambers are essentially cuboidal water chambers, the dimensions of which are designed such that the space between the first and the second support structure is essentially completely filled by the filled water chambers.
- the water chambers are dimensioned in such a way that the space between the first and the second support structure is essentially filled in a form-fitting manner, a good seal can be achieved.
- the stability of the dam is also improved.
- the wall of the water chambers is made of flexible material. So the water chamber can adapt to the available space between the first and the second support structure and the
- the wall of the water chambers consists of plastic or rubber, preferably of fabric-reinforced plastic or rubber.
- the water chambers After filling with water, the water chambers advantageously produce a seal from the floor and from adjacent water chambers.
- struts for stabilizing the beams are attached between beams of the first support structure and beams of the second support structure above the water chambers. In this way, buckling of individual beams in particular can be avoided.
- the method according to the invention for the construction of a dam device for protection against flooding comprises the construction of a first support structure and a second support structure arranged at a distance from the first support structure, the introduction of unfilled water chambers into the space between the first support structure and the second support structure, and the filling of the water chambers with water.
- Fig. 4 is a top view of the dam device according to the invention.
- FIG. 6A shows an embodiment of the struts used to stabilize the support structures
- FIG. 6B shows a double T-beam, on which two struts are attached, in a top view
- Fig. 7 is a plan view of a dam device built over a corner.
- FIG. 1 shows the dam device according to the invention.
- a first support structure which is constructed from the beams 1, 2, 3, 4 and metal plates 5, 6, 7 anchored in the floor.
- the metal plates 5, 6, 7 are each arranged between two adjacent supports.
- a second support structure is attached to the second side of the dam device. arranges which supports 8, 9, 10 and metal plates 11, 12, 13, 14 arranged between the supports.
- the carriers 8, 9, 10 can be arranged laterally offset from the carriers 1, 2, 3, 4.
- water chambers 15, 16, 17 are arranged, the dimensions of which are such that the free space is as possible is completely filled out.
- the water chambers 15, 16, 17 can be filled with water via fill supports 18, 19, 20. As a result, a positive seal is achieved both to the floor and to the neighboring water chambers.
- the dam device according to the invention can also be realized with dimensions that differ significantly from the dimensions specified below.
- the carriers 1, 2, 3, 4 are arranged, for example, at a distance of 2.50 m.
- double-T beams made of structural steel with a profile of 14 mm x 14 mm can be used as beams, which are known under the name IPB beams.
- the height of the beams measured from the ground can be, for example, 2 m.
- the metal plates which preferably also consist of structural steel, dimensions of, for example, 2 m ⁇ 2.45 m can result in this embodiment.
- the thickness of the metal plates can range, for example, between 4 mm and 15 mm.
- Beams 8, 9, 10 can be, for example, 0.60 m.
- the walls of which are preferably made of made of reinforced rubber or fabric-reinforced plastic dimensions of 2 mx 2.5 mx 0.6 m result, for example.
- Fig. 2 shows the structure of the support structures in more detail.
- Guide sleeves 26, 27, 28 are introduced into the ground to anchor the supports 21 to 25.
- 1.5 m deep holes with a diameter of 20 cm can be drilled using an earth auger to set the guide sleeves.
- the guide sleeves, which have an outer diameter of 16 cm, for example, are placed in the plumb line, and the hole is filled with sand, split, earth, concrete, etc.
- the carriers 21 to 25 can then be inserted into the guide sleeves if necessary, ie in the event of impending flooding.
- the metal plate 29 is held by the two double-T beams 21, 22, the metal plate 29 having a certain amount of play within the holders.
- the support structures can be set up in a short time if you have a self-loading machine available.
- the use of a truck with a loading arm is particularly advantageous for inserting heavy metal plates.
- a water chamber 32 with a filler neck 33 is shown separately in FIG. 3.
- the dimensions of the water chamber 32 are chosen such that the space between the support structures is essentially completely filled.
- the water chambers arranged one behind the other between the two support structures are able to fill the space between the support structures in a form-fitting manner.
- a quick filling of the water chamber can best be carried out with the help of a fire hose, in particular a C hose, such as is used, for example, to empty cellars.
- the filler support 33 is therefore preferably a bayonet lock for connecting a C hose (C connection).
- the construction of the dam device according to the invention is completed with the filling of the water chambers. However, braces can be added between the beams above the water chambers.
- the dam device according to the invention is drawn in plan view.
- the first support structure comprises the supports 34, 35, 36, 37 and the metal plates 38, 39, 40.
- the second support structure comprises the supports 41, 42, 43 and the metal plates 44, 45, 46, 47.
- In the space between the first and the second support structure has water chambers 48, 49, 50. It should be assumed that the first support structure faces the flood, while the second support structure is on the side of the area to be protected. If, for example, the metal plate 39 is subjected to impacts, such as are caused, for example, by heavy objects carried along by the flood, such as tree trunks, furnishings, etc., such impacts can be absorbed by the dam device according to the invention by means of a plurality of operating mechanisms.
- the metal plate 39 is held by the profiles of the double-T beams 35, 36 with a certain amount of play.
- the profile cross-section of the double-T beam forms a front stop and a rear stop for the metal plate stored therein.
- the metal plates are pressed outwards by the filled water chambers, that is to say to the front stops of the double-T beams, as can be seen, for example, from the metal plate 38 shown in FIG. 4.
- the metal plate 39 In the event of an impact on the metal plate 39, it is pressed against the rear stops of the double-T supports 35, 36 into a new position 51. With stronger impacts the metal plate also deform according to the position 52 shown in FIG. 4.
- the associated section of the dam device would only be damaged if the plate 39 were very strongly deflected or the plate 39 broke. Because of the construction of the dam device in sections, the remaining sections would remain undamaged in this case as well.
- the damaged section can also be restored by inserting a new metal plate between the supports 35, 36. A new water chamber can then be introduced and filled to restore the original state.
- FIG. 5 shows a cross section through the dam device according to the invention along the line AA r shown in FIG. 4.
- the filled water chamber 50 is fixed on the right side by the metal plate 40, which is part of the first support structure.
- the carrier 43 can be seen, which is part of the second support structure.
- the carrier 43 is inserted into a guide sleeve 53 which has been set vertically and fixed with the aid of filler material 54.
- the stability of the dam device according to the invention can optionally be further increased by struts attached above the water chambers.
- struts can be attached between the beams on one side of the dam device and the diagonally opposite beams on the other side of the dam device.
- An advantageous embodiment of such struts is shown in FIG. 6A.
- a connecting piece 56 is molded onto the ends of a rod 55 or in some other way
- Attached way which consists of two U-shaped elements 58, 59 connected to one another via a web 57.
- the connecting piece 56 With help of the connecting piece 56, the strut can be pushed onto the upper end of a double-T beam 60.
- FIG. 6A can also be used to brace a beam with two beams arranged obliquely opposite one another on the other side of the dam device.
- struts 61, 62 of the type shown in FIG. 6B can be used.
- the strut 61 with its connecting piece 63 is pushed onto the upper end of the double-T beam 64.
- the strut 62 can then be pushed onto the connecting piece 63 by means of its connecting piece 65.
- the distances between the two U-shaped elements of the connecting piece 65 are adapted to the dimensions of the connecting piece 63, as shown in FIG. 6B.
- FIG. 7 a top view is shown of how the dam device according to the invention can be built over a corner.
- Carriers 66 and metal plates inserted between the carriers are arranged along the inside of the dam device.
- the water chambers 68 are located in the free space between the inner support structure and the outer support structure arranged at a distance d.
- additional metal plates 69, 70 of an adapted width are required.
- the width of the metal plate 69 results from half the distance between adjacent supports 66 minus the distance d.
- the width of the metal plate 70 results from half the distance between two adjacent supports 67 plus the distance d.
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)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102004012295A DE102004012295B4 (en) | 2004-03-12 | 2004-03-12 | Damm device |
PCT/EP2005/002154 WO2005088016A1 (en) | 2004-03-12 | 2005-03-01 | Anti-flood barrier |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1786981A1 true EP1786981A1 (en) | 2007-05-23 |
EP1786981B1 EP1786981B1 (en) | 2011-11-09 |
Family
ID=34895333
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05733554A Not-in-force EP1786981B1 (en) | 2004-03-12 | 2005-03-01 | Anti-flood barrier and method for erecting an anti-flood barrier |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1786981B1 (en) |
AT (1) | ATE532907T1 (en) |
DE (1) | DE102004012295B4 (en) |
WO (1) | WO2005088016A1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20100101164A1 (en) * | 2006-12-20 | 2010-04-29 | Bengt-Inge Broden | Structural element for a protective wall |
CN113529649A (en) * | 2021-08-10 | 2021-10-22 | 中印恒盛(北京)贸易有限公司 | Splicing type building process of novel retaining dam |
Family Cites Families (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US303128A (en) * | 1884-08-05 | Portable breakwater | ||
US3213628A (en) | 1960-08-11 | 1965-10-26 | Herman M Serota | Water filled plastic dam structure |
DE8409659U1 (en) * | 1984-03-29 | 1985-07-25 | Wolf, Dieter, 6301 Biebertal | Rectangular water hose for protection against flooding |
GB2269618B (en) | 1992-08-10 | 1996-02-14 | Clifford David Tavner | Water walling modules |
FR2736948B1 (en) * | 1995-07-17 | 1997-08-14 | Sovran Jean Paul | SHORELINE COAT |
US5634742A (en) * | 1995-08-10 | 1997-06-03 | The United States Of America As Represented By The Secretary Of The Army | Bulkhead for and method for dry isolation of dam gates |
DE29620193U1 (en) * | 1996-11-20 | 1997-02-06 | Krill Hans Joachim Dipl Ing | Mobile device for protection against flooding |
WO2000031347A1 (en) * | 1998-11-20 | 2000-06-02 | Adler Richard S | Movable barrier wall |
US6296420B1 (en) * | 1999-08-09 | 2001-10-02 | Michael J. Garbiso | Fluid control bag assemblies and method of using the same |
DE20016398U1 (en) * | 2000-09-20 | 2001-03-22 | Krill Hans Joachim | Mobile device for protection against flooding |
DE10301204A1 (en) * | 2002-08-21 | 2004-03-04 | Christhard Richter | Folding transportable building blocks for construction of flood barrier have square and rectangular grids to make end and side walls and have floor and roof plates with patterns of grooves |
DE20213118U1 (en) * | 2002-08-22 | 2002-11-21 | Fisch Gen Datenbank Stiftung | Mobile flood protection |
US6679654B1 (en) * | 2003-01-27 | 2004-01-20 | Aqua Levee Enterprises, Llc | Flood control system |
DE20303505U1 (en) * | 2003-02-27 | 2003-05-15 | Univ Dresden Tech | Flood water protection dyke supplementary wall has a sheet piling curtain wall let into the dyke crown, the sheet pile curtain acts as an attachment point at regular intervals on the river-side for post sockets |
-
2004
- 2004-03-12 DE DE102004012295A patent/DE102004012295B4/en not_active Expired - Fee Related
-
2005
- 2005-03-01 AT AT05733554T patent/ATE532907T1/en active
- 2005-03-01 EP EP05733554A patent/EP1786981B1/en not_active Not-in-force
- 2005-03-01 WO PCT/EP2005/002154 patent/WO2005088016A1/en active Application Filing
Non-Patent Citations (1)
Title |
---|
See references of WO2005088016A1 * |
Also Published As
Publication number | Publication date |
---|---|
DE102004012295B4 (en) | 2006-11-02 |
WO2005088016A1 (en) | 2005-09-22 |
ATE532907T1 (en) | 2011-11-15 |
EP1786981B1 (en) | 2011-11-09 |
DE102004012295A1 (en) | 2005-09-29 |
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