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DE20114717U1 - Hydraulic flood protection wall - Google Patents

Hydraulic flood protection wall

Info

Publication number
DE20114717U1
DE20114717U1 DE20114717U DE20114717U DE20114717U1 DE 20114717 U1 DE20114717 U1 DE 20114717U1 DE 20114717 U DE20114717 U DE 20114717U DE 20114717 U DE20114717 U DE 20114717U DE 20114717 U1 DE20114717 U1 DE 20114717U1
Authority
DE
Germany
Prior art keywords
protection wall
flood protection
hydraulic
disadvantage
hydraulic flood
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
DE20114717U
Other languages
German (de)
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wegener Roland De
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to DE20114717U priority Critical patent/DE20114717U1/en
Publication of DE20114717U1 publication Critical patent/DE20114717U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/10Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/102Permanently installed raisable dykes
    • E02B3/104Permanently installed raisable dykes with self-activating means

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)

Description

BeschreibungDescription HYDRAULISCHE HOCHWASSERSCHUTZWANDHYDRAULIC FLOOD PROTECTION WALL

1.) Die Erfindung gehört zum Schutz gegen Hochwasser 2.) Zu dem bekannten Stand der Technik zählen z.Z. folgende Schutzmaßnahmen: 1.) The invention relates to protection against flooding . 2.) The known state of the art currently includes the following protective measures:

a) Rückhalteflächena) Retention areas

Nachteil: Verlust an Bauland, nur bedingt landwirtschaftliche Nutzung.Disadvantage: loss of building land, only limited agricultural use.

b) Flussbegradigungb) River straightening

Nachteil: Geringer Schutz vor Hochwasser. Schädigung des Wasserhaushaltes. Disadvantage: Little protection against flooding. Damage to the water balance.

c) Erddämmec) Earth dams

Nachteil: Störfaktor im Landschaftsbild. Hohe Wartungskosten.Disadvantage: Disturbance in the landscape. High maintenance costs.

d) Betonschutzwänded) Concrete safety walls

Nachteil: Störfaktor im Landschaftsbild. Hohe Baukosten.Disadvantage: Disturbance in the landscape. High construction costs.

e) Klappwändee) Folding walls

Nachteil: Bei ca. 5 Meter Fluthöhe, 5 Meter Kunststoffweg, störendes optisches Bild. Gelenkausbildung störanfällig. WartungsDisadvantage: At a flood height of approx. 5 meters, 5 meters of plastic path, disturbing optical image. Joint formation susceptible to failure. Maintenance

intensiv.intensive.

f) Transportable Elementef) Transportable elements

Nachteil: Lagerung problematisch. Hoher Zeitaufwand im Katastrophenfall.
3.) Folgende Problemstellung wurde mit der Erfindung gelöst.:
Disadvantage: Storage is problematic. High time expenditure in the event of a disaster.
3.) The following problem was solved with the invention:

a) Einsatzgebiet in besonders beengtem Siedlungsbereich und schutzwürdigen Landschaftsgebieten.a) Area of operation in particularly cramped residential areas and landscape areas worthy of protection.

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 forecast by hydrant or pump pressure support.

d) Flexible Höhenaufstockung durch Teleskopelement.d) Flexible height extension using telescopic element.

e) Rechtwinklige oder schräge Abknickmöglichkeit der Dammlinie.e) Possibility of right-angled or oblique bends of 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 cycle path or pedestrian path.

j) Landungssteg für Rettungsbootej) Lifeboat landing stage

k) Variable optische Abdeckungsgestaltungk) Variable optical cover design

I) Aufbau auf vorhandene ErddämmeI) Construction on existing earth dams

4.) Erfindung mit Problemlösung 4. ) Invention with problem solution

Um die vorgenannten Problemstellungen a) bis I) zu lösen wurde die entstehende Druckhöhe bzw. Auftrieb im Hochwasserfall genutzt. Die Auftriebskraft entspricht dem Gewicht der verdrängten Flüssigkeit. ( Gesetz des Archimedes.)In order to solve the above problems a) to I), the pressure head or buoyancy that occurs in the event of flooding was used. The buoyancy force corresponds to the weight of the displaced liquid. (Archimedes' law.)

Es handelt sich um ein geschlossenes System, welches 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 Betontrogs sowie die Abmessungen des oder der Hydraulikstempel ergeben sich aus der gewünschten Schutzwandhöhe und der Differenz zwischen Auftrieb und Auflast.It is a closed system which is filled with water from the receiving water in the event of flooding and is raised vertically by one or more hydraulic rams (floating bodies). This buoyancy can also be generated manually by pump pressure or a hydrant connection. The depth and width of the concrete trough and the dimensions of the hydraulic ram (s) are determined by the desired protective wall height and the difference between buoyancy and load.

5.) Gewerbliche Nutzung 5. ) Commercial use

Der Schutzbedarf ist in allen hochwassergefährdeten Gebieten gegeben. An der Erstellung des Systems können Bauunternehmen, Fertigteilwerke, Kunststoffhersteller und Handwerksbetriebe partizipieren.The need for protection exists in all areas at risk of flooding. Construction companies, precast plants, plastics manufacturers and craft businesses can participate in the creation of the system.

6.) Vorteilhafte Wirkungen der Erfindung in Bezug auf den bisherigen Stand der Technik. 6. ) Advantageous effects of the invention in relation to the prior art.

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 combines flood disaster protection with the aesthetic requirements necessary for the human eye. If the covering is designed accordingly as a walkway, flower bed or meadow path, the system is not visible in the event of low water levels.

7.) Ausführungsweg7.) Execution path

und Bauausführung
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.
and construction
After excavation is complete, an earth trough with a water channel ( water supply ) in the lower area and an edge (lift barrier) in the upper area is concreted or installed as a prefabricated part in a buoyancy-proof and statically stable manner.

In diesen Trog wird der Hydraulikstempel ( Schwimmkörper )der wie der Erdtrog gestaltet ist jedoch eine Abdeckung hat, eingeschoben.The hydraulic ram (floating body), which is designed like the earth trough but has a cover , is inserted into this trough.

Bei Bedarf kann das System durch einen weiteren Hydraulikstempel ( Schwimmkörper) erhöht werden. Dann entfällt die Abdeckung auf dem ersten Hydraulikstempel. Sie wird dann auf dem zweiten Stempel aufgebracht.If necessary, the system can be raised using another hydraulic ram (floating body). In this case, the cover on the first hydraulic ram is no longer required. It is then applied to the second ram.

Zur Aussteifung werden die beiden Hydraulikstempel miteinander verzahnt und in glasfaserverstärktem Kunststoffmaterial ausgebildet um den seitlichen Wasserdruck aufzunehmen.For stiffening, the two hydraulic rams are interlocked and made of glass fiber reinforced plastic material to absorb the lateral water pressure.

BEZUGSZEICHENLISTELIST OF REFERENCE SYMBOLS

Erdreichsoil

Betonconcrete

Hubwand aus HDPE glasfaserverstärktem Recycling - Kunststoff Schwimmkörper aus HDPE mit PU Ausschäumung WasserzufuhrLifting wall made of HDPE glass fibre reinforced recycled plastic Floating body made of HDPE with PU foam Water supply

Gleitbohlen aus HDPEHDPE sliding planks

EntlehrungsschieberDrain valve

Spanndrähte zur Elementverbindung Abdeckung auf StahlwinkelTension wires for element connection Cover on steel angle

Stahlankerverschraubung zur BetonfertigteilverbindungSteel anchor bolting for precast concrete connection

Claims (1)

Vertikale Schutzwand zur Verhinderung von Hochwasserüberschwemmungen, dadurch gekennzeichnet, dass die Hubwand, mit der darunter bzw. seitlich befindlichen Schwimmkörperhülle, aus HDPE glasfaserverstärktem Recycling-Kunststoff besteht. Vertical protective wall to prevent flooding, characterized in that the lifting wall, with the floating body shell underneath or to the side, is made of HDPE glass fiber reinforced recycled plastic.
DE20114717U 2001-09-06 2001-09-06 Hydraulic flood protection wall Expired - Lifetime DE20114717U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20114717U DE20114717U1 (en) 2001-09-06 2001-09-06 Hydraulic flood protection wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE20114717U DE20114717U1 (en) 2001-09-06 2001-09-06 Hydraulic flood protection wall

Publications (1)

Publication Number Publication Date
DE20114717U1 true DE20114717U1 (en) 2002-01-24

Family

ID=7961393

Family Applications (1)

Application Number Title Priority Date Filing Date
DE20114717U Expired - Lifetime DE20114717U1 (en) 2001-09-06 2001-09-06 Hydraulic flood protection wall

Country Status (1)

Country Link
DE (1) DE20114717U1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1273712A1 (en) * 2001-07-05 2003-01-08 Klaus Wolfgang Scheibe Mobile flood protection system
DE102004018815A1 (en) * 2004-04-19 2005-11-10 Hartmut Wibbeler Retractable flood barrier has an array of L-shaped plates that on requirement are lifted by cable winch from the stowed position
EP1586707A3 (en) * 2004-04-13 2006-06-14 Wolfgang Seemann Flood protection wall
GB2451294A (en) * 2007-07-27 2009-01-28 Malcolm Brian Baxter Self erecting flood protection device with buoyant barrier and electrical generation means
DE102016015243A1 (en) 2016-12-21 2018-07-19 Werner Uhrmann A self-deploying flood protection wall at the site by the vertical buoyancy, in the tube cylinder

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1273712A1 (en) * 2001-07-05 2003-01-08 Klaus Wolfgang Scheibe Mobile flood protection system
EP1586707A3 (en) * 2004-04-13 2006-06-14 Wolfgang Seemann Flood protection wall
DE102004018815A1 (en) * 2004-04-19 2005-11-10 Hartmut Wibbeler Retractable flood barrier has an array of L-shaped plates that on requirement are lifted by cable winch from the stowed position
GB2451294A (en) * 2007-07-27 2009-01-28 Malcolm Brian Baxter Self erecting flood protection device with buoyant barrier and electrical generation means
DE102016015243A1 (en) 2016-12-21 2018-07-19 Werner Uhrmann A self-deploying flood protection wall at the site by the vertical buoyancy, in the tube cylinder

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Legal Events

Date Code Title Description
R086 Non-binding declaration of licensing interest
R207 Utility model specification

Effective date: 20020228

R081 Change of applicant/patentee

Owner name: WEGENER, ROLAND, DE

Free format text: FORMER OWNER: WEGENER, ROLAND, ING.(GRAD.), 93164 LAABER, DE

Effective date: 20050203

R150 Utility model maintained after payment of first maintenance fee after three years

Effective date: 20050315

R157 Lapse of ip right after 6 years

Effective date: 20080401