EP0954644B1 - Mobile vorrichtung zum schutz gegen hochwasser - Google Patents

Mobile vorrichtung zum schutz gegen hochwasser Download PDF

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Publication number
EP0954644B1
EP0954644B1 EP97945777A EP97945777A EP0954644B1 EP 0954644 B1 EP0954644 B1 EP 0954644B1 EP 97945777 A EP97945777 A EP 97945777A EP 97945777 A EP97945777 A EP 97945777A EP 0954644 B1 EP0954644 B1 EP 0954644B1
Authority
EP
European Patent Office
Prior art keywords
hoses
water
steel
base plates
fastened
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
EP97945777A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0954644A1 (de
Inventor
Hans-Joachim Krill
Klaus Heringhaus
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.)
KRILL HANS JOACHIM
Original Assignee
KRILL HANS JOACHIM
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 KRILL HANS JOACHIM filed Critical KRILL HANS JOACHIM
Publication of EP0954644A1 publication Critical patent/EP0954644A1/de
Application granted granted Critical
Publication of EP0954644B1 publication Critical patent/EP0954644B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E02B7/22—Stop log dams; Emergency 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

Definitions

  • Measures to protect against floods can be found on a variety of Waters. Usually these are permanently installed structural measures, how they represent embankments, for example. They are also mobile Flood protection devices are known that the flood at the expected designated places are installed. It is usually about Steel plates, with the help of which, for example, passages in the dikes to be "closed off”. These mobile flood protection devices have the Disadvantage on that they are difficult to transport and their area of application on the Passages in dikes are limited.
  • the invention relates to a mobile device for protection against flooding.
  • a mobile device for protection against flooding.
  • Such a device is e.g. in US-A-2,202,662.
  • planks made of metal and vertical supports are provided.
  • the supports are attached to a substructure.
  • the planks are with the supports welded, for example, regarding the use of hoses is not technically feasible.
  • the invention seeks to remedy this.
  • the invention is based on the object to provide a device for protection against flooding, which is simple a reinforcement of the existing flood protection measures and can be set up quickly and inexpensively. According to the invention this object is achieved by means of superposed, closed at their ends Hoses that have at least one water connection and with the ends in Holding devices are releasably attached, which in turn releasably on a base plate are anchored, which is attached to a base to be provided in the floor.
  • the invention is a mobile device for protection against flooding created in which the effort in terms of working time and material during transport as well during assembly and disassembly is significantly reduced.
  • the hoses can be detached from one another connected.
  • the stability of the Device significantly increased.
  • the detachability of the connection of the hoses to one another also allows easy transportation of the device to respective location.
  • the hoses advantageously have a substantially square cross section. Because of this cross-section, the contact surface of the hoses is one below the other increased, which causes the hoses to seal properly. This also creates a more even contact surface.
  • the water connections are in the form of plug connectors educated. Using the connector is easier and faster Allows connection of water pipes to the hoses.
  • a check valve is preferably arranged in each of the water connections, causing an overfilling of the hoses with water and possibly from it resulting bursting of the hoses is prevented.
  • an adjustable check valve to fill the amount to a predetermined Be limited.
  • water pipes are at the water connections connected, which are connected to a pump. Is preferred on the Pump connected to a float regulator. This makes it possible to be dependent of the flood level to fill the hoses with water so that not from all hoses of the device according to the invention filled up with water have to be. The time required to set up the device is thus reduced. In addition, due to the float regulator, an independent replenishment of the Hoses with water depending on the respective flood level, whereby the personnel expenses are kept low.
  • supports are between the brackets provided, which are releasably attached to footplates provided in the floor.
  • a mobile device for protection against flooding is superimposed in layers arranged hoses 1.
  • the height of the device and thus the number the hoses 1 arranged one above the other is variable and depends on the expected flood level at the respective site.
  • the selected mobile device has eight hoses 1 arranged one above the other.
  • the ends of the hoses 1 are detachably fastened in holding devices 2.
  • the Holding devices 2 are also releasably attached to base plates 3a.
  • the Floor slabs 3a are concreted into a substructure 3 provided in the floor.
  • the device has support devices 4 at a distance from one another, which are releasably attached to base plates 5.
  • the base plates 5 are each in one Base 3 concreted.
  • the tubes 1 have an essentially square cross section. They are made of rubber, one or more layers of the Stability of the tubing-increasing tissues can be incorporated. Longitudinal the hoses 1 have connectors at regular intervals, with their Help the tubes 1 are detachably connected to each other. The connectors can for example, coupling closures or simple connectors act.
  • the tubes 1 each have at least one - not shown - Water connection, which is vulcanized into the hoses 1.
  • the water connections are designed in the form of plug-in couplings and each contain a check valve.
  • the hoses At its closed ends, the hoses have 1 eyelets 11 with which the Hoses 1 are suspended in the holding devices 2.
  • the length of the hoses 1 and the dimensions of the cross section of the tubes 1 are determined by the local conditions as well as the static conditions due to the amount of occurring flood. In addition, the transportability of the hoses to take into account when determining the dimensions.
  • Each holding device 2 consists essentially of a U-shaped steel profile 21.
  • the U-steel profiles 21 are for holding the hoses 1 by means of the eyelets 11 steel holding T-profiles 26 welded. This makes it possible to have safe flood protection also along long stretches, for example along a river course guarantee.
  • T-steel struts 24 are at an angle - in the exemplary embodiment about 50 ° - arranged.
  • the T-steel struts 24 are with the U-steel profiles 21 screwed.
  • On the struts 24 are at an angle - in Embodiment about 80 ° - flat steel struts 24a arranged, which also with the U-steel profiles 21 are screwed. All steel profiles are galvanized executed and therefore not rusting. The screws, nuts, bolts are not made made of rusting precious metal.
  • the struts 24 are provided with base plates 25.
  • the foot plates 25 are with the Screwed bottom plates 3a.
  • the substructure 3 is made, for example, of reinforced concrete.
  • steel anchors 31a are welded on the underside and are embedded in concrete in the substructure 3.
  • the foot plates 25 of the holding device 2 are on the base plates 3 a Screws 31 attached.
  • the Base plates 3a steel plates screwed on as covers with screws 31, which have the same dimensions as the foot plates 25.
  • the support device 4 has double-T steel supports on its side facing away from the water course 41 on.
  • the tubes 1 are thus between the Supports 41 and 42 held.
  • the distance between the supports 41 and 42 is aligned according to the dimensions of the hoses 1 in a state filled with water.
  • On the supports 41 are T-steel struts 43 in to the steel struts 24 of the holding device 2 arranged in a comparable manner at an angle of approximately 50 °.
  • the Steel struts 43 have flat steel struts 44 which are at an angle of approximately 80 ° are attached to these on the steel supports 41.
  • the steel supports 41, 42 and the Steel struts 43 are provided with base plates 45.
  • the assembly of the support devices 4 on the concrete 3 in the base Base plates 5 are made in a manner comparable to the holding devices 2.
  • the Base plates 45 are fastened to the base plates 5 by means of screws 51.
  • a pump 6 is arranged on the side facing the water course. in the Embodiment is an electric water suction and pressure pump, which are connected to the water connections of the hoses 1 via inlet hoses 62 is.
  • inlet hose 62 to a hose 1 is shown as an example shown; in practice each hose 1 is connected by means of an inlet hose 62 connected to the pump 6.
  • the pump 6 has a float controller 61 - Figure 4 -. With the help of the float regulator 61, the pump 6 in works Dependence on the flood level.
  • Pump 6 with a dirty water filter is used in flood areas equipment to prevent them from being clogged by sediments carried in the flood prevent. It is also possible not to use the pump 6 in the area of the flood, but to take water from public drainage systems.
  • the holding devices are first 2 on the base plate 3 and the support devices 4 on the substructure 3 erected.
  • the hoses 1 are not filled arranged in layers between the devices 2 and 4. For example via specially used hose reels and unwinders.
  • the hoses 1 are then connected to each other in the longitudinal direction and to those at their ends Arranged eyelets 11 hooked into the holding devices 2.
  • the hoses 1 become flooded from the side facing the ground (lowest layer) filled with water by pump 6.
  • controller 61 When using the This filling is done automatically by controller 61.
  • the regulation is to be carried out that always with at least 1.5 hose layers above the respective flood level Water is filled to lift the already in contact with the flood counteracting hoses 1.
  • the hoses 1 are filled by the pump 6 via the inlet hoses 62 through the water connections to the Hoses 1.
  • the degree of filling of hoses 1 is approximately 90% of their volume, thereby widening the circulation and additionally to cause smoother placement of the tubes 1 with each other, resulting in a perfect sealing against the floods.
  • the degree of filling will regulated by means of the check valve integrated in the water connections.
  • the Sealing in the holding devices 2 takes place during the filling of the hoses 1 with water, in which the hoses 1 with their ends against the U-steel profiles 21 press.
  • the filling water of the hoses 1 becomes the same Pumped rhythm starting from the top layer of tubing.
  • the hoses 1 are always filled and emptied in Dependence on the respective flood level. Is the water from the Pumped hoses 1, the hoses lay flat on top of each other, see above that they are in the same position as after rolling out when assembling the device take in. After loosening the hoses 1 from the holding devices 2 and Connections to each other can be rolled up in a simple manner and be transported away. The dismantling of the holding device 2 and the Support device 4 takes place in the reverse order to the construction of the device.
  • the device according to the invention can also be used for flood protection be used. To do this, it is necessary to fit into the exterior wall surfaces of the building at a predetermined distance, one below the other and next to each other, non-positive Drill in dowels as screw-on anchors with cover caps.
  • non-positive Drill in dowels as screw-on anchors with cover caps.
  • the device according to the invention can be used in caisson construction.
  • the device is constructed, for example, round, square or oval.
  • the steel support structure with anchoring into the water closed hose rings filled with water down to the bottom of the water sunk in layers.
  • the inside of the Caissons pumped up water so that the most varied of activities can be carried out in the dry area.
  • the caisson is dismantled by continuously pumping the water out of the upper hose layers, which means that Hoses are pushed up due to the water buoyancy. Then follows the disassembly of the holding and supporting device in reverse to the construction Sequence.

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)
  • Revetment (AREA)
  • Emergency Protection Circuit Devices (AREA)
  • Supports For Pipes And Cables (AREA)
  • Circuit Arrangement For Electric Light Sources In General (AREA)
  • Non-Portable Lighting Devices Or Systems Thereof (AREA)
EP97945777A 1996-11-20 1997-10-23 Mobile vorrichtung zum schutz gegen hochwasser Expired - Lifetime EP0954644B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE29620193U DE29620193U1 (de) 1996-11-20 1996-11-20 Mobile Vorrichtung zum Schutz gegen Hochwasser
DE29620193U 1996-11-20
PCT/DE1997/002454 WO1998022659A1 (de) 1996-11-20 1997-10-23 Mobile vorrichtung zum schutz gegen hochwasser

Publications (2)

Publication Number Publication Date
EP0954644A1 EP0954644A1 (de) 1999-11-10
EP0954644B1 true EP0954644B1 (de) 2001-05-23

Family

ID=8032224

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97945777A Expired - Lifetime EP0954644B1 (de) 1996-11-20 1997-10-23 Mobile vorrichtung zum schutz gegen hochwasser

Country Status (8)

Country Link
US (1) US6450733B1 (cs)
EP (1) EP0954644B1 (cs)
AT (1) ATE201469T1 (cs)
CZ (1) CZ292814B6 (cs)
DE (2) DE29620193U1 (cs)
PL (1) PL184841B1 (cs)
SK (1) SK282505B6 (cs)
WO (1) WO1998022659A1 (cs)

Families Citing this family (30)

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DE19930483C1 (de) * 1999-07-01 2000-10-12 Beul Aba Gmbh Armatur für eine mobile Vorrichtung zum Schutz gegen Hochwasser
NO314414B1 (no) * 2001-03-16 2003-03-17 Aquafence As En flombarriereseksjon og en flombarriere
AU2003245827A1 (en) * 2003-01-08 2004-08-10 Georg Hahn Dyke reconstruction
DE20313139U1 (de) 2003-08-26 2004-04-29 Saworra, Wolfgang Hochwasserschutzelement zum Verschließen von Gebäudeöffnungen und zur temporären Erhöhung von Deichen
DE102004012295B4 (de) * 2004-03-12 2006-11-02 Alexander Voss Dammvorrichtung
US20050252105A1 (en) * 2004-04-12 2005-11-17 Linse Robert P Support and skirting system for factory built structures
US20050262776A1 (en) * 2004-06-01 2005-12-01 Aleksandr Smushkovich Flood protection devices and method
WO2006062393A2 (en) * 2004-12-06 2006-06-15 Cornelis Elizabeth Rijlaarsdam Retaining wall with interconnectable retaining wall members
DE102005013993B3 (de) * 2005-03-26 2006-11-16 Bauer Spezialtiefbau Gmbh Gründung für einen Hochwasserschutz
US7364385B1 (en) * 2006-09-11 2008-04-29 George Michael Luke Protective flood barrier
WO2008076049A1 (en) * 2006-12-20 2008-06-26 Broden Bengt-Inge Structural element for a protective wall
US8011855B2 (en) * 2007-04-07 2011-09-06 Ronald Scott Bonds Roadway-levee
US9103135B2 (en) * 2007-09-07 2015-08-11 Nikos Mouyiaris Portable barrier
DE102008013078B4 (de) * 2008-03-08 2014-11-13 Tillmann Profil Gmbh Schutzvorrichtung gegen Hochwasser
US7690865B1 (en) * 2009-07-21 2010-04-06 Stewart Tommy D Flood prevention device
US20120148350A1 (en) * 2010-12-10 2012-06-14 Kenneth Poulson Mine prop jack and method of prestressing a mine prop
US20120230768A1 (en) * 2011-03-08 2012-09-13 Rowland Lyle R Water Containment System
US20120243941A1 (en) * 2011-03-23 2012-09-27 Carl Anthony Hazenberg Synthetic Weir Board
MY152334A (en) * 2011-12-28 2014-09-15 Johnson & Nicholson M Sdn Bhd Flood control device
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US8876431B1 (en) 2012-02-29 2014-11-04 J.F. Brennan Co., Inc. Submersible bulkhead system and method of operating same
US9689130B1 (en) 2012-02-29 2017-06-27 J.F. Brennan Co., Inc. Submersible bulkhead system and method of operating system
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JP6118958B1 (ja) * 2016-06-06 2017-04-26 英外 ▲濱▼田 改良型可動式津波緩衝設備
SE542802C2 (en) 2018-11-22 2020-07-07 Noaq Flood Prot Ab Protective barrier segment for a temporary liquid-damming protective barrier as well as protective barrier comprising such a protective barrier segment
US10975539B2 (en) * 2019-06-26 2021-04-13 Robert John Parsons Rapidly deployable flood defence system
CN118029334A (zh) * 2024-01-18 2024-05-14 华电重工股份有限公司 一种用于碾压混合坝的排水装置
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Also Published As

Publication number Publication date
SK65099A3 (en) 2000-03-13
SK282505B6 (sk) 2002-10-08
DE29620193U1 (de) 1997-02-06
CZ292814B6 (cs) 2003-12-17
DE59703628D1 (de) 2001-06-28
EP0954644A1 (de) 1999-11-10
ATE201469T1 (de) 2001-06-15
US6450733B1 (en) 2002-09-17
PL333372A1 (en) 1999-12-06
WO1998022659A1 (de) 1998-05-28
CZ174799A3 (cs) 2000-06-14
PL184841B1 (pl) 2002-12-31

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