EP1589152A2 - Système de protection contre les crues - Google Patents

Système de protection contre les crues Download PDF

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Publication number
EP1589152A2
EP1589152A2 EP05405312A EP05405312A EP1589152A2 EP 1589152 A2 EP1589152 A2 EP 1589152A2 EP 05405312 A EP05405312 A EP 05405312A EP 05405312 A EP05405312 A EP 05405312A EP 1589152 A2 EP1589152 A2 EP 1589152A2
Authority
EP
European Patent Office
Prior art keywords
protective
base plate
protection system
plate
plates
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
Application number
EP05405312A
Other languages
German (de)
English (en)
Other versions
EP1589152B1 (fr
EP1589152A3 (fr
Inventor
Heinz Aeschlimann
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.)
O Aeschlimann AG
Original Assignee
O Aeschlimann AG
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 O Aeschlimann AG filed Critical O Aeschlimann AG
Publication of EP1589152A2 publication Critical patent/EP1589152A2/fr
Publication of EP1589152A3 publication Critical patent/EP1589152A3/fr
Application granted granted Critical
Publication of EP1589152B1 publication Critical patent/EP1589152B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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

Definitions

  • the invention typically relates to a flood protection system with a variety of protective elements, in which by flip-up protective elements a flood protection is being built.
  • Flood control is particularly densely populated Areas that pass through rivers, lakes or even through their Sea near flood prone, a known problem. But also to protect important civil or even military Facilities and facilities is a working Flood control is becoming an increasingly important task. While in areas with frequent or permanent hazard potential, especially in coastal areas with storm surge danger, usually dikes with a maximum Hazard potential corresponding protection height is used came, was for a long time in areas with only occasional Flood hazard potential on emergency measures, e.g. With the protection of areas with sandbags or exceptionally with dam beams, used in acute danger.
  • dams and dikes appropriate Height the endangerment of populated area to reduce or completely switch off. However, they are lost the boundaries between the waters from which the danger going out and the vulnerable zones in many cases straight in populated area, so that an obstruction with such Dams and dikes not on the necessary for security Acceptance. In most cases, it is also desired or required that the structural measures are not or only slightly disturbing, if the threat is not acute, so at normal or only slightly elevated water level.
  • DE-195 14 205 A1 discloses e.g. a structural measure known with hinged elements, in which a receiving chamber on the one hand a floodable floating chamber and on the other hand a Einschwenkhunt includes and the pivoting element is pivoted from the horizontal to the vertical.
  • the structural measures described there are based on the basic idea swinging out by floating up as pontoon parts trained protective wall in the swimming pool too cause or at least support. This has changed though not proved beneficial.
  • the Area of the protective elements at the times when no acute danger takes place for other purposes be used, such as as footpaths, as driveways etc.
  • WO 99/24675 A1 proposes that Drive device in or on the pivot bearing to be effective to let.
  • German utility model DE-202 04 097 U1 is a from WO 99/24675 A1 further developed flood protection known with hinged elements, which also has a channel for lowering a part of the folding elements and for receiving having the drive elements.
  • the invention achieves the object by a flood protection according to claim 1.
  • the measures of the invention First of all, that results in a relatively simple and low-cost construction implemented in a standardized way can be without compromising on the protection requirements flood threats are made would.
  • As another have the measures of the invention As a result, that on your own, at most vulnerable Drive system for the erection of the protective elements omitted can be, without doing a high manual Effort is necessary.
  • the measures taken by the Invention in their combination at.
  • the interaction of the elements is taken into account in particular, that a freezing of the elements by penetrated Rainwater etc. prevents safe opening.
  • With a corresponding interpretation of the thickness of the elements is also a safe driving without damaging the elements in the folded state possible, because - in contrast to the solution proposed in DE-A-102 40 687 - a touching flap surface can be ensured.
  • the flood protection system comprises a variety of protective elements, each at least a first, pivotable protective plate for forming a Protective wall in a tilted in an inclined position Condition and the formation of a substantially flat Surface in a horizontal, protection-free state, a second, approximately horizontally fixed to the ground Base plate, at least two proppants - preferably Heavy duty ceiling supports with top plates - for supporting the Protective plates in the tilted in inclined position Condition, sealant for sealing the protective plate against the base plate and for sealing two side by side arranged protective plates against each other, namely sealing tapes, which can be used without friction surface.
  • the Sealant then act sealing when the protective plates in a swung-open protective state.
  • the characteristic should not be underestimated that the base plates below each to the side of the adjacent base plate are chamfered, as they are so reliable with minimum distance through the use of tools (e.g., lift trucks).
  • the designated in Figure 1 as a whole with 100 flood protection system consists of a floor element as on one L-shaped reinforced concrete foundation 60 applied base plate 30 and one on the base plate 30 made of reinforced concrete with a hinge 40 pivotally mounted protective plate 20 - also made of reinforced concrete.
  • a final foundation 210 On the front side, the in the installation of the dry side corresponds, is a final foundation 210 to see, usually a street or Building completion.
  • the water side forms the final foundation 220 to the plate sides out a channel to a trouble To allow pivoting of the protective plate 20.
  • each base plate 30th four anchoring holes to see - with which the Base plate 30 on - in the present embodiment, L-shaped - reinforced concrete foundation 60 with the help of composite anchors is attached.
  • Figure 2 are in the present Embodiment used to see protective plates 20.
  • Figure 3 are arranged according to the side by side Base plates 30 shown with each other with a Vergussbetonmasse 72 are sealed.
  • the grouting concrete mass 72 has an E-module that is selected so that the concreting takes place without shrinkage cracks occurring.
  • Vergusabetonmasse is thereby filled in an area through recesses each at the edges of Base plates 30 are formed and into it Terminal reinforcement brackets stand, which after the finished Assembly of the elements overlap one another.
  • the concrete elements are called distribution iron used before the concreting with the special grouting concrete is made with sealant.
  • FIG. 4 shows the hinge device 40 for the pivoting movement the protective plate 20 against the base plate 30.
  • Es has turned out that for a plate with a Length of 6 m (based on the bottom plate 30) two chrome steel hinges with a length of 150 mm and a thickness of 20 mm suffice.
  • - especially advantageous - anchoring plates 42 and 43 with a Thickness of 20 mm and a depth of typically 70 to 120 mm - in the exemplary embodiment of 90 mm - in the protective plate 20 or in the base plate 30 at an angle of incorporated about 45 °.
  • both on the base plate 30 are like also on the protective plate 20 over the entire length of Plates sealing strips 70 arranged. This connection works also from Fig. 10.
  • FIG. 5 shows the configuration of the support supports 52 shown.
  • the support supports 52 have a side Holder 58, in which the head plates 56 of the heavy duty ceiling supports 50 are inserted.
  • the support supports 52 are heavy duty ceiling props according to DIN 4424 provided, if necessary, to use a standard part can.
  • the support supports 52 are in the protection plates 20 as well as in the floor panels 30 with the help of the head bolt dowels 54 anchored and have in the present embodiment an angle of 30 ° to 45 ° relative to the disk surface on to support the top plates 56 of the heavy duty ceiling props 50 can support.
  • the erection of the protective plates 20 is according to the present Invention by means of a lifting device (slewing crane) provided that the individual protection plates 20 of the Flood protection system erects one after the other and thus creates a protective barrier.
  • a lifting device slewing crane
  • the individual protection plates 20 of the Flood protection system erects one after the other and thus creates a protective barrier.
  • the protective plates 20 with the widening formed above first erected become.
  • Flood control system also a manual erecting of the Protective plates 20 possible, but this requires one Use of some people.
  • the Guard plates 20 are then each two of the above heavy duty ceiling props 50 per guard plate 20 inserted into the holder for the top plates and can possibly still by a securing element (fasteners such as bolts, split pin or similar) be secured.
  • the buildings for example, with Provided facilities that provide the joint seals between correspond to the individual protective plates 20 or the same effect are. This can be done by oblique projections as in the Protective plates 20 are effected. Possible and intended but it also, that the obliquely erected protective plates after erecting temporarily sealing with the corresponding Buildings are connected, e.g. through metal angles etc. These are then threaded elements in the outer protective plates 20 provided to such angles on the protective plates to fasten tightly.
  • the present invention is intended to Place the base plates one of the reclining height of the protective plate corresponding foundation, e.g. with the intended angle the direction change to provide. Furthermore, for such a section provided with prefabricated, accordingly the change of the lining line shaped sheet metal plates to close the corresponding protection gap.
  • Such Sheet metal plates are as above for the metal angles described screwed to the erected protective plates.

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)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Air Bags (AREA)
  • Revetment (AREA)
EP05405312A 2004-04-22 2005-04-22 Système de protection contre les crues Not-in-force EP1589152B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH6972004 2004-04-22
CH6972004 2004-04-22

Publications (3)

Publication Number Publication Date
EP1589152A2 true EP1589152A2 (fr) 2005-10-26
EP1589152A3 EP1589152A3 (fr) 2007-03-07
EP1589152B1 EP1589152B1 (fr) 2007-12-12

Family

ID=34942974

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05405312A Not-in-force EP1589152B1 (fr) 2004-04-22 2005-04-22 Système de protection contre les crues

Country Status (3)

Country Link
EP (1) EP1589152B1 (fr)
AT (1) ATE380904T1 (fr)
DE (1) DE502005002185D1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107338761A (zh) * 2016-11-24 2017-11-10 国家电网公司 隐藏式防汛系统
EP3502351A1 (fr) * 2017-12-20 2019-06-26 Technische Universität Kaiserslautern Barrière à l'eau dotée d'un corps de mise a la terre en forme de rigole
GB2598447A (en) * 2020-11-20 2022-03-02 Flood Control International Ltd Improvements relating to flood defence
CN115419020A (zh) * 2022-10-11 2022-12-02 矿冶科技集团有限公司 应急封堵装置、排洪系统及封堵方法

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE48642C (de) * A. HARTMANN SOHN in Frankfurt a. M., Neue Kräme 18 Umlegbare eiserne Schutzwand gegen Hochwasser für Uferstrafsen
FR2295174A1 (fr) * 1974-12-20 1976-07-16 Nomballais Jean Dispositif de commande d'ouverture semi-automatique de porte de barrage a commande manuelle
DE7831215U1 (de) * 1978-10-20 1979-03-15 8411 Lappersdorf Transportabler hochwasser-schild zur erhoehung von hochwasserschutzmauern, deichen und sonstigen uferbefestigungsanlagen an gewaessern
DE19531922A1 (de) * 1995-08-30 1997-03-06 Erich Joseph Dipl Ing Bott Spundwand zum Schutz gegen Hochwasser
DE20313425U1 (de) * 2003-08-29 2003-11-13 WIHAG Nutzfahrzeugfabrik GmbH & Co. KG, 33647 Bielefeld Rückhalteelemente
DE10240687A1 (de) * 2002-09-04 2004-04-15 Juri Riedel Universelle Schutzanlage für den Einsatz bei Hochwasser

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE48642C (de) * A. HARTMANN SOHN in Frankfurt a. M., Neue Kräme 18 Umlegbare eiserne Schutzwand gegen Hochwasser für Uferstrafsen
FR2295174A1 (fr) * 1974-12-20 1976-07-16 Nomballais Jean Dispositif de commande d'ouverture semi-automatique de porte de barrage a commande manuelle
DE7831215U1 (de) * 1978-10-20 1979-03-15 8411 Lappersdorf Transportabler hochwasser-schild zur erhoehung von hochwasserschutzmauern, deichen und sonstigen uferbefestigungsanlagen an gewaessern
DE19531922A1 (de) * 1995-08-30 1997-03-06 Erich Joseph Dipl Ing Bott Spundwand zum Schutz gegen Hochwasser
DE10240687A1 (de) * 2002-09-04 2004-04-15 Juri Riedel Universelle Schutzanlage für den Einsatz bei Hochwasser
DE20313425U1 (de) * 2003-08-29 2003-11-13 WIHAG Nutzfahrzeugfabrik GmbH & Co. KG, 33647 Bielefeld Rückhalteelemente

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107338761A (zh) * 2016-11-24 2017-11-10 国家电网公司 隐藏式防汛系统
CN107338761B (zh) * 2016-11-24 2019-04-26 国家电网公司 隐藏式防汛系统
EP3502351A1 (fr) * 2017-12-20 2019-06-26 Technische Universität Kaiserslautern Barrière à l'eau dotée d'un corps de mise a la terre en forme de rigole
GB2598447A (en) * 2020-11-20 2022-03-02 Flood Control International Ltd Improvements relating to flood defence
GB2598447B (en) * 2020-11-20 2022-11-02 Flood Control International Ltd Improvements relating to flood defence
US11668062B2 (en) 2020-11-20 2023-06-06 Flood Control International Ltd. Flood defence
CN115419020A (zh) * 2022-10-11 2022-12-02 矿冶科技集团有限公司 应急封堵装置、排洪系统及封堵方法
CN115419020B (zh) * 2022-10-11 2023-08-04 矿冶科技集团有限公司 应急封堵装置、排洪系统及封堵方法

Also Published As

Publication number Publication date
EP1589152B1 (fr) 2007-12-12
DE502005002185D1 (de) 2008-01-24
ATE380904T1 (de) 2007-12-15
EP1589152A3 (fr) 2007-03-07

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