DE10143621A1 - Hydraulic flood protection wall consists of vertical wall supported on hydraulic rams and raised by flood water coming in through connection pipes - Google Patents
Hydraulic flood protection wall consists of vertical wall supported on hydraulic rams and raised by flood water coming in through connection pipesInfo
- Publication number
- DE10143621A1 DE10143621A1 DE10143621A DE10143621A DE10143621A1 DE 10143621 A1 DE10143621 A1 DE 10143621A1 DE 10143621 A DE10143621 A DE 10143621A DE 10143621 A DE10143621 A DE 10143621A DE 10143621 A1 DE10143621 A1 DE 10143621A1
- Authority
- DE
- Germany
- Prior art keywords
- hydraulic
- flood
- raised
- connection pipes
- water coming
- 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.)
- Ceased
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
- E02B3/102—Permanently installed raisable dykes
- E02B3/104—Permanently installed raisable dykes with self-activating means
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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)
Abstract
Description
Zu dem bekannten Stand der Technik zählen z. Z. folgende Schutzmaßnahmen:
The known prior art include, for. Currently the following protective measures:
-
a) Rückhalteflächen
Nachteil: Verlust an Bauland, nur bedingt landwirtschaftliche Nutzung.a) retention areas
Disadvantage: loss of building land, only limited agricultural use. -
b) Flussbegradigung
Nachteil: Geringer Schutz vor Hochwasser. Schädigung des Wasser haushaltes.b) river straightening
Disadvantage: Little protection against flooding. Damage to the water balance. -
c) Erddämme
Nachteil: Störfaktor im Landschaftsbild. Hohe Wartungskosten.c) Earth dams
Disadvantage: disruptive factor in the landscape. High maintenance costs. -
d) Betonschutzwände
Nachteil: Störfaktor im Landschaftsbild. Hohe Baukosten.d) concrete protective walls
Disadvantage: disruptive factor in the landscape. High construction costs. -
e) Klappwände
Nachteil: Bei ca. 5 Meter Fluthöhe, 5 Meter Kunststoffweg, störendes optisches Bild. Gelenkausbildung störanflällig. Wartungs intensiv.e) folding walls
Disadvantage: At about 5 meters of flood height, 5 meters of plastic path, disruptive optical picture. Joint formation prone to failure. Maintenance intensive. -
f) Transportable Elemente
Nachteil: Lagerung problematisch. Hoher Zeitaufwand im Katas trophenfall.f) Transportable elements
Disadvantage: storage problematic. High expenditure of time in the event of a catastrophe.
Folgende Problemstellung wurde mit der Erfindung gelöst:
The following problem was solved with the invention:
- a) Einsatzgebiet in besonders beengtem Siedlungsbereich und schutzwürdigen Landschaftsgebieten.a) area of application in particularly narrow settlement areas and protected landscape areas.
- b) Ständige Funktionsbereitschaft auch ohne Hochwasservorwarnung.b) Constant operational readiness even without flood warning.
- c) Manuell steuerbare Wandhöhe bei Hochwasservoraussage durch Hydranten- oder Pumpendruckunterstützung.c) Manually controllable wall height in case of flood prediction Hydrant or pump pressure support.
- d) Flexible Höhenaufstockung durch Teleskopelement.d) Flexible height increase through telescopic element.
- e) Rechtwinklige oder schräge Abknickmöglichkeit der Dammlinie. e) Right-angled or inclined possibility of bending the dam line.
- f) Anschlussmöglichkeit an Gebäudewände.f) Possibility of connection to building walls.
- g) Werksproduktion oder Vorfertigung.g) Factory production or prefabrication.
- h) Auch im Privatbereich nutzbar. (Gartenzaun)h) Can also be used in private areas. (Garden fence)
- i) Nutzungserweiterung als Radfahr- oder Fussgängerweg.i) Extension of use as a bicycle or pedestrian path.
- j) Landungssteg für Rettungsbootej) landing stage for lifeboats
- k) Variable optische Abdeckungsgestaltungk) Variable optical cover design
- l) Aufbau auf vorhandene Erddämmel) Installation on existing earth dams
Um die vorgenannten Problemstellungen a) bis l) zu lösen wurde die ent stehende Druckhöhe bzw. Auftrieb im Hochwasserfall genutzt. Druck = Höhe × spezifisches Gewicht des Wassers.In order to solve the aforementioned problems a) to l), the ent standing pressure head or buoyancy in the event of a flood. Pressure = height × specific weight of the water.
Es handelt sich um ein geschlossenes System, weiches im Hochwasserfall mit dem Wasser des Vorfluters gefüllt wird und mit einem oder mehreren Hydraulikstempeln (Schwimmkörpern) vertikal zum Auftrieb kommt. Dieser Auftrieb kann auch durch Pumpendruck bzw. Hydrantenanschluss manuell erzeugt werden. Die Tiefe und Breite des Erdtrogs sowie die Abmessungen der Hydraulikstempel ergeben sich aus der gewünschten Schutzwandhöhe und der Differenz zwischen Auftrieb und Auflast.It is a closed system, soft in the event of a flood is filled with the water of the receiving water and with one or more Hydraulic stamps (floats) come up vertically. This buoyancy can also be caused by pump pressure or hydrant connection generated manually. The depth and width of the trough as well as the Dimensions of the hydraulic stamp result from the desired one Bulkhead height and the difference between buoyancy and load.
Der Schutzbedarf ist in allen hochwassergefährdeten Gebieten gegeben. An der Erstellung des Systems können Bauunternehmen, Fertigteilwerke, Kunststoffhersteller und Handwerksbetriebe partizipieren.Protection is required in all flood risk areas. Construction companies, precast plants, Participate plastics manufacturers and handicraft companies.
Der bisherige Stand der Technik sieht kein System vor, welches den Hochwasserkatastrophenschutz mit den für das menschliche Auge notwendigen ästhetischen Ansprüchen verbindet. Bei entsprechender Abdeckungsgestaltung als Gehweg, Blumenrabatte oder Wiesenweg ist das System im Niedrigwasserfall nicht sichtbar. The current state of the art does not provide a system that the Flood disaster protection with those for the human eye combines the necessary aesthetic demands. With appropriate Cover design as a walkway, flower borders or meadow path the system is not visible in low water.
Nach Beendigung des Aushubes wird ein Erdtrog der im unteren Bereich mit einer Wasserrinne (Wasserzufuhr)und im oberen mit einer Kantung (Hubsperre) versehen ist betoniert oder als Fertigteil auftriebssicher und statisch stabil eingebracht.After the end of the excavation, an earth trough is placed in the lower area a water channel (water supply) and in the upper one with a bend (Lift lock) is provided with concrete or as a precast element against buoyancy and introduced statically stable.
In diesen Trog wird der Hydraulikstempel 1 (Schwimmkörper)der wie der Erdtrog gestaltet ist jedoch eine Abdeckung hat, eingeschoben. Bei Bedarf kann das System durch einen weiteren Hydraulikstempel 2 (Schwimmkörper) erhöht werden. Dann entfällt die Abdeckung auf Hy. 1. Sie wird dann auf Hy. 2 aufgebracht.The hydraulic ram 1 (floating body), which is designed like the earth trough but has a cover, is inserted into this trough. If necessary, the system can be increased by another hydraulic ram 2 (floating body). Then the cover is omitted on Hy. 1. She will then be on Hy. 2 applied.
Zur Aussteifung werden die beiden Hydraulikstempel miteinander verzahnt und je nach Statik und Materialauswahl eventuell mit Stahlträgern gegen den seitlichen Wasserdruck verstärkt.The two hydraulic rams are interlocked for reinforcement and depending on the statics and material selection, possibly with steel beams against the lateral water pressure increased.
Claims (1)
Vertikale Schutzwand zur Verhinderung von Hochwasserüberschwemmungen, dadurch gekennzeichnet, dass durch den hydraulischen Auftriebsdruck bei Hochwasser (Kommunizierende Röhre) sich die Schutzwand vertikal über das Geländeniveau hebt und nach Ende des Hochwassers wieder unter Geländeniveau absinkt.HYDRAULIC FLOOD PROTECTIVE WALL
Vertical protective wall to prevent flooding, characterized in that the hydraulic lifting pressure in the event of high water (communicating tube) causes the protective wall to rise vertically above the site level and to drop below the site level once the flood has ended.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10143621A DE10143621A1 (en) | 2001-09-06 | 2001-09-06 | Hydraulic flood protection wall consists of vertical wall supported on hydraulic rams and raised by flood water coming in through connection pipes |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10143621A DE10143621A1 (en) | 2001-09-06 | 2001-09-06 | Hydraulic flood protection wall consists of vertical wall supported on hydraulic rams and raised by flood water coming in through connection pipes |
Publications (1)
Publication Number | Publication Date |
---|---|
DE10143621A1 true DE10143621A1 (en) | 2002-06-20 |
Family
ID=7697876
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE10143621A Ceased DE10143621A1 (en) | 2001-09-06 | 2001-09-06 | Hydraulic flood protection wall consists of vertical wall supported on hydraulic rams and raised by flood water coming in through connection pipes |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE10143621A1 (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2846014A1 (en) * | 2002-10-17 | 2004-04-23 | Pgb 3M | Flood protection barrier for installation near water comprises under ground hollow modules that deploy vertical panels when water level rises |
EP1586707A2 (en) * | 2004-04-13 | 2005-10-19 | Wolfgang Seemann | Flood protection wall |
DE102004010020B4 (en) * | 2004-03-02 | 2008-06-19 | Wolfgang Seemann | Flood protection wall |
NL2000546C2 (en) * | 2007-03-19 | 2008-09-22 | Dijk Maasland B V Van | Dam unit, comprising hydraulically operated telescopic barriers housed in basin, has holes for water to flow through in web portions of barrier sections |
WO2013160852A2 (en) | 2012-04-24 | 2013-10-31 | Gujer Rudolf Heinrich | Flood protection system |
GB2549319A (en) * | 2016-04-14 | 2017-10-18 | Toumazis Antonios | Liquid barrier |
DE102017102373A1 (en) | 2017-02-07 | 2018-08-09 | Alexandra Lasslop | System for protection against floods |
-
2001
- 2001-09-06 DE DE10143621A patent/DE10143621A1/en not_active Ceased
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2846014A1 (en) * | 2002-10-17 | 2004-04-23 | Pgb 3M | Flood protection barrier for installation near water comprises under ground hollow modules that deploy vertical panels when water level rises |
DE102004010020B4 (en) * | 2004-03-02 | 2008-06-19 | Wolfgang Seemann | Flood protection wall |
EP1586707A2 (en) * | 2004-04-13 | 2005-10-19 | Wolfgang Seemann | Flood protection wall |
EP1586707A3 (en) * | 2004-04-13 | 2006-06-14 | Wolfgang Seemann | Flood protection wall |
NL2000546C2 (en) * | 2007-03-19 | 2008-09-22 | Dijk Maasland B V Van | Dam unit, comprising hydraulically operated telescopic barriers housed in basin, has holes for water to flow through in web portions of barrier sections |
WO2013160852A2 (en) | 2012-04-24 | 2013-10-31 | Gujer Rudolf Heinrich | Flood protection system |
US9267254B2 (en) | 2012-04-24 | 2016-02-23 | Rudolf Heinrich Gujer | Flood protection system |
GB2549319A (en) * | 2016-04-14 | 2017-10-18 | Toumazis Antonios | Liquid barrier |
DE102017102373A1 (en) | 2017-02-07 | 2018-08-09 | Alexandra Lasslop | System for protection against floods |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0954644B1 (en) | Mobile anti-flood protection device | |
DE60220690T2 (en) | BETWEEN TWO POSITIONS, ONE FLOORING AND A FLOATING, MOVING BUILDING ARRANGEMENT | |
DE602005004523T2 (en) | BUILDINGS ABOUT WATER, GROUP OF BUILDINGS, ITS MANUFACTURING PROCESSES AND ITS PROPERTY STATIONS | |
DE2359540A1 (en) | UNDERWATER FUNDABLE EQUIPMENT AND PROCEDURE FOR ESTABLISHING IT ON THE SEA FLOOR | |
DE1634372A1 (en) | Device for laying foundations, especially larger buildings | |
DE20100588U1 (en) | Off-shore wind turbine | |
EP1029130A1 (en) | Protective elements, devices comprising said elements and method for protecting a zone against floods and avalanches | |
DE2416357A1 (en) | METHOD AND DEVICE FOR CONVERTING A FLOATING MONKEY INTO A SEMI-SUBMERSIBLE FLOATING VEHICLE, IN PARTICULAR A FLOATING WORK ISLAND | |
DE10143621A1 (en) | Hydraulic flood protection wall consists of vertical wall supported on hydraulic rams and raised by flood water coming in through connection pipes | |
EP2591176A2 (en) | Offshore facility, in particular wind turbine | |
DE2121020A1 (en) | Anchoring device for offshore drilling rigs and the like and methods for their laying | |
DE20114717U1 (en) | Hydraulic flood protection wall | |
DE102005006507A1 (en) | Mobile water retaining and piping system for protection against high tide or flooding uses water, water mix or other fluid or fluid mix to achieve coutnerweight to water pressure against it | |
DE19525590C2 (en) | Construction of an excavation pit with anchoring below the water table | |
WO2012004235A2 (en) | Method for preventing the escape of environmentally harmful substances in underwater drilling operations and pipe string therefor | |
CN111907642A (en) | Self-balancing floating hydrological monitoring device | |
DE202011004077U1 (en) | Outlet element for a fish pass | |
DE19641862B4 (en) | Floating power plant | |
CN217026918U (en) | Water diversion channel groove for hydraulic construction engineering | |
DE10201882A1 (en) | Automatically lifting flood barrier for bank of river is mounted on floats in chambers in bank filled from water inlets near top of bank | |
DE1964203C (en) | Scaffolding for sinking culverts into a river bed | |
CN217839885U (en) | Ecological wall of hydraulic engineering | |
DE2816618A1 (en) | Sea-bed mineral extraction system - has solids pump with motor and tilt indicator below protective housing | |
CN218643397U (en) | Slope protection structure is administered to mine geological environment | |
CN211547609U (en) | Hydraulic engineering afforestation keeps off native slope |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
OAV | Applicant agreed to the publication of the unexamined application as to paragraph 31 lit. 2 z1 | ||
OP8 | Request for examination as to paragraph 44 patent law | ||
8131 | Rejection |