BE1007129A7 - Movable water-retaining wall with autonomous operation - Google Patents
Movable water-retaining wall with autonomous operation Download PDFInfo
- Publication number
- BE1007129A7 BE1007129A7 BE9201113A BE9201113A BE1007129A7 BE 1007129 A7 BE1007129 A7 BE 1007129A7 BE 9201113 A BE9201113 A BE 9201113A BE 9201113 A BE9201113 A BE 9201113A BE 1007129 A7 BE1007129 A7 BE 1007129A7
- Authority
- BE
- Belgium
- Prior art keywords
- water
- retaining wall
- barrier
- raised
- flood defense
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/40—Swinging or turning gates
- E02B7/44—Hinged-leaf gates
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/205—Barrages controlled by the variations of the water level; automatically functioning barrages
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/50—Floating gates
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Barrages (AREA)
Abstract
This invention describes a movable water-retaining wall that operates autonomously, controlled exclusively by the river water. The retaining wall will be raised and lowered as a function of the water level. At normal water levels there will be no obstruction and the areas where the retaining structure has been placed will remain freely accessible. The barrier will be raised when the water level rises. The water controls the raising and lowering of the retaining wall. No external intervention by people or by electro-mechanical systems is required. The retaining wall can be seen either as a construction that floats completely, or as being hinged around a fixed point.
Description
<Desc/Clms Page number 1>
BEWEEGBARE WATERKERING
MET AUTONOME WERKING
EMI1.1
1 1 Beschrilvinq De uitvinding heeft betrekking op de constructie van een waterkering. De waterkering komt in functie van de waterstand hoger of lager. Het bewegen van de waterkering gebeurt enkel door het opkomend water, dus zonder enige stuwing door motoren of dergelijke. Deze uitvinding is bijvoorbeeld van belang op plaatsen waar ter hoogte van bestaande toegangen naar het water, een dijkverhoging uitgevoerd dient te worden. Bij een vaste waterkering is de toegang van het water naar de naast het water gelegen constructie onderbroken, bij een beweegbare waterkering niet.
Bij de hier beschreven uitvinding zal, zonder enig menselijk of elektromechanisch ingrijpen, de waterkering enkel door het opkomen van het water van niveau veranderen.
<Desc/Clms Page number 2>
Toepassinqen en voorbeelden Figuren 1 & 2 Toepassing van de uitvinding bij de toegang tot een scheeps- werf of eender welk infrastructuurwerk. Bij een geplande dijkverhoging zou de scheepshelling, die de verbinding vormt tussen het water en de eigenlijke werf, afgesloten worden.
Door de toepassing van een waterkering met autonome werking, kan de bestaande scheepshelling in gebruik blijven. De huidige dijkhoogte bevindt zieh op niveau + 7 m. Een waterkering was vereist tot niveau + 8, 35 m. Bij waterstan- den lager dan 7 m bevindt de waterkering (1), opgebouwd uit waterdichte caissons, zieh zoals te zien is op de dwarsdoorsnede figuur 1. De scheepshelling is vrij toegankelijk. Bij het opkomen van het water (2) zal via een rioolstelsel (3) de kelder (4) vol met water lopen. De uit caissons
EMI2.1
I opgebouwde waterkering zal gaan drijven, en stijgen tot het gewenste niveau (+ 8, 35 m), zoals cp dwarsdoorsnede (figuur 2) aangegeven. De nodige dichtingen (5) zullen doorslag'van water verhinderen.
Het op- en neergaan van de waterkering wordt enkel gestuurd door in- en uitstromend water, zonder hulpmiddel.
<Desc/Clms Page number 3>
Figuren 3 & 4 Toepassing van de uitvinding waarbij de waterkering met autonome werking bestaat uit een scharnierende klep met drijver. Men dient een terrein dat vrij toegankelijk is, te beschermen tegen hogere waterstanden. Een vaste waterke- ring zou de vrije toegankelijkheid belemmeren. Een autonoom werkende waterkering die enkel bij hogere waterstanden, waarbij het terrein onder water zou komen, in werking treedt, laat een vrije toegang toe. De waterkering bestaat uit een scharnierende klep (6) met een drijver (7). Op figuur 3 bevindt de waterkering zieh in open toestand. Het water bevindt zieh onder het niveau van het maaiveld (8).
Wanneer het waterniveau (9) hoger komt, zal de kelder (10) via een rioolstelsel (11) vol met water lopen. Door de opdrijvende kracht van de drijver (7) komt de waterkering (6) naar boven. Dit zonder enig menselijk of-mechanisch ingrijpen. Bij het afgaan van het water, komt de kering terug naar zijn stand zoals aangegeven in figuur 3. Het terrein is vrij toegankelijk.
<Desc / Clms Page number 1>
MOVABLE FILM
WITH AUTONOMOUS OPERATION
EMI1.1
The invention relates to the construction of a flood defense. The flood defense system increases or decreases depending on the water level. The movement of the flood defense is done only by the rising water, so without any propulsion by engines or the like. This invention is important, for example, in places where a dyke elevation must be carried out at the height of existing entrances to the water. In the case of a fixed flood defense system, the access of the water to the structure next to the water is interrupted, but not with a movable flood defense system.
In the invention described here, without any human or electromechanical intervention, the flood defense will change level only by the emergence of the water.
<Desc / Clms Page number 2>
Applications and Examples Figures 1 & 2 Application of the invention in access to a shipyard or any infrastructure work. If the dyke is planned to rise, the slipway, which forms the connection between the water and the actual shipyard, would be closed.
The existing slipway can remain in use due to the application of a flood defense with autonomous effect. The current dike height is at level + 7 m. A flood defense was required up to level + 8, 35 m. At water levels lower than 7 m, the flood defense (1) is constructed from watertight caissons, as shown on the cross section figure 1. The slipway is freely accessible. When the water (2) rises, the basement (4) will fill with water via a sewer system (3). The from caissons
EMI2.1
I built weir will float, and rise to the desired level (+ 8, 35 m), as indicated in cross section (figure 2). The necessary seals (5) will prevent the penetration of water.
The rise and fall of the flood defense is only controlled by inflowing and outflowing water, without any aids.
<Desc / Clms Page number 3>
Figures 3 & 4 Application of the invention wherein the self-contained water barrier consists of a hinged valve with float. An area that is freely accessible must be protected against higher water levels. A permanent flood defense would impede free access. An autonomously functioning flood defense that only comes into operation at higher water levels, where the site would be flooded, allows free access. The flood defense consists of a hinged valve (6) with a float (7). Figure 3 shows the flood defense in open position. The water is below ground level (8).
When the water level (9) rises, the basement (10) will fill with water via a sewer system (11). Due to the driving force of the float (7), the water barrier (6) rises. This without any human or mechanical intervention. When the water descends, the barrier returns to its position as shown in figure 3. The site is freely accessible.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BE9201113A BE1007129A7 (en) | 1992-12-18 | 1992-12-18 | Movable water-retaining wall with autonomous operation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BE9201113A BE1007129A7 (en) | 1992-12-18 | 1992-12-18 | Movable water-retaining wall with autonomous operation |
Publications (1)
Publication Number | Publication Date |
---|---|
BE1007129A7 true BE1007129A7 (en) | 1995-04-04 |
Family
ID=3886595
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
BE9201113A BE1007129A7 (en) | 1992-12-18 | 1992-12-18 | Movable water-retaining wall with autonomous operation |
Country Status (1)
Country | Link |
---|---|
BE (1) | BE1007129A7 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104032716A (en) * | 2013-03-05 | 2014-09-10 | 中国水电顾问集团贵阳勘测设计研究院 | Hydropower station ground workshop incoming traffic arrangement method and structure |
GB2524874A (en) * | 2014-02-13 | 2015-10-07 | Bluewater Design Associates Ltd | Self-activating flood protection barrier |
WO2016110438A1 (en) * | 2015-01-08 | 2016-07-14 | Universität Für Bodenkultur Wien | Flood protection system |
-
1992
- 1992-12-18 BE BE9201113A patent/BE1007129A7/en not_active IP Right Cessation
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104032716A (en) * | 2013-03-05 | 2014-09-10 | 中国水电顾问集团贵阳勘测设计研究院 | Hydropower station ground workshop incoming traffic arrangement method and structure |
CN104032716B (en) * | 2013-03-05 | 2016-08-31 | 中国水电顾问集团贵阳勘测设计研究院 | Power station ground power house enters factory's traffic method for arranging and structure |
GB2524874A (en) * | 2014-02-13 | 2015-10-07 | Bluewater Design Associates Ltd | Self-activating flood protection barrier |
GB2524874B (en) * | 2014-02-13 | 2017-03-08 | Bluewater Design Ass Ltd | Self-activating flood protection barrier |
US9689129B2 (en) | 2014-02-13 | 2017-06-27 | Bluewater Design Associates Limited | Self-activating flood protection barrier |
WO2016110438A1 (en) * | 2015-01-08 | 2016-07-14 | Universität Für Bodenkultur Wien | Flood protection system |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
RE20 | Patent expired |
Owner name: HERBOSCH-KIERE N.V. Effective date: 19981218 |