EP2047036A2 - Mur de protection contre les hautes eaux - Google Patents

Mur de protection contre les hautes eaux

Info

Publication number
EP2047036A2
EP2047036A2 EP07801182A EP07801182A EP2047036A2 EP 2047036 A2 EP2047036 A2 EP 2047036A2 EP 07801182 A EP07801182 A EP 07801182A EP 07801182 A EP07801182 A EP 07801182A EP 2047036 A2 EP2047036 A2 EP 2047036A2
Authority
EP
European Patent Office
Prior art keywords
flood protection
protection wall
wall according
flood
longitudinal profile
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.)
Withdrawn
Application number
EP07801182A
Other languages
German (de)
English (en)
Inventor
Jakob Roos
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.)
Aqua Stop Hochwasserschutz GmbH
Original Assignee
Aqua Stop Hochwasserschutz GmbH
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 Aqua Stop Hochwasserschutz GmbH filed Critical Aqua Stop Hochwasserschutz GmbH
Publication of EP2047036A2 publication Critical patent/EP2047036A2/fr
Withdrawn legal-status Critical Current

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
    • E02B3/106—Temporary dykes
    • 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

Definitions

  • the invention relates to a flood protection wall with mutually spaced columns, which can be placed on a running along a flood protection base area, and - viewed transversely to the flood protection line - on their flood side facing a support surface for receiving the high water jamming wall elements.
  • Such a flood protection wall is known from EP 0 754 804 A1.
  • the flood-stemming wall surface is formed from stacked wall elements.
  • the device referred to as clamping device serves to press the wall elements in the direction of the base surface in order to ensure the sealing effect of sealing elements which are arranged between the stacked wall elements and between the bottom wall element and the base.
  • the device referred to as a clamping device serves to press the wall elements in the direction of the support surface in order to ensure the sealing effect of sealing elements which are arranged between the wall surface formed by the wall elements and the support surface.
  • the flood protection wall known from EP 0 754 804 A1 has the disadvantage that, when it is erected, each of the holding devices is to be operated independently, which increases the time required for erection. This disadvantage is all the more to bear, since the construction of the flood protection wall must usually take place under great time pressure. Because it is a mobile flood protection wall, which remains disassembled during flood-free times and is only remounted at high risk of flooding. In addition, there is the disadvantage that due to the time pressure incorrect operation of the holding devices can not be excluded, which can negatively affect the safety of the flood protection wall.
  • the invention has the object, a
  • the invention proposes for a flood protection wall mentioned above, that for holding wall elements to the columns, a longitudinal profile is provided which extends along the support surface, and which presses the wall elements in the direction of the support surface and in the direction of the base ,
  • the advantage of the invention is therefore that in the form of the longitudinal profile only a single device is provided, which is to operate, and which presses together the wall elements both in the direction of the support surface, as well as in the direction of the base. In this way, so to speak, there is a "central locking" of the wall elements on the columns or derer support surface.
  • FIG. 1 and 6 show a flood protection wall according to the invention in the "open"
  • Figures 3 and 4 show a flood protection wall according to the invention in the "locked” state
  • 5 and 6 show an alternative embodiment to Fig.l and 3. Identical parts are designated in Fig. 1 to 6 each with the same reference numerals.
  • FIG. 1 to 4 The preferred embodiment of a flood protection wall according to the invention shown in FIG. 1 to 4 has spaced apart pillars S, which can be set up on a running along a flood protection surface base GF, and - transverse to the flood protection line considered - on their side facing the flood a support surface AF for receiving the flood-stagnant wall elements WE have.
  • pillars S which can be set up on a running along a flood protection surface base GF, and - transverse to the flood protection line considered - on their side facing the flood a support surface AF for receiving the flood-stagnant wall elements WE have.
  • a longitudinal profile LP which extends along the support surface AF , And presses the wall elements WE in the direction of the support surface AF and towards the base GF.
  • sealing elements DEL are arranged between the wall surface formed by the wall elements WE and the support surface AF. Furthermore, sealing elements DE2 are arranged between the stacked wall elements WE, and sealing elements DE3 between the bottom wall element and the base GF.
  • the longitudinal profile LP is designed as a T-profile. It is more advantageous
  • the longitudinal profile LP is guided by means of at least one guide device FV with respect to the column S or its support surface AF.
  • this guide causes the wall elements WE are pressed by means of the longitudinal profile LP both in the direction of the support surface AF, as well as in the direction of the base GF.
  • the at least one guide device FV comprises a guide pin FB, which is guided in a guide opening FK.
  • the guide opening FK is designed as a backdrop, the preferably causes a linear guidance of the guide pin FB. It proves to be particularly practical to achieve a nearly ideal pressure behavior in the direction of the two surfaces AF and GF, when the linear guide extends at an angle of the order of approximately 30 degrees with respect to the support surface AF.
  • the guide pin FB is stationary with respect to the column S or its support surface AF and the guide opening FK fixedly arranged with respect to the longitudinal profile LP, wherein the guide opening FK is formed directly in the longitudinal profile LP.
  • the guide pin FB could also be fixed in relation to the longitudinal profile LP and the guide opening FK in relation to the column S or its bearing surface AF.
  • the longitudinal profile LP by means of the at least one guide device FV of the support surface AF away, after the flood facing side is folded down.
  • the longitudinal profile LP is guided by means of at least one guide device FV substantially parallel to the support surface AF.
  • the longitudinal profile LP is guided by means of at least two guide devices FV.
  • the longitudinal profile LP is removable, for example by over Otherwise, the wall elements WE must be inserted from above into the intermediate gap formed by the longitudinal profile LP and the bearing surface AF for stacking on top of one another.
  • an adjusting device SV is provided, via which an operating force is introduced, the operating force could also be applied by a motor, for example by an electric motor operated on a battery (eg cordless screwdriver), to prevent vandalism Initiation of an operator via a suitable adapter element, such as a special screw head, which is not operated with a freely available standard tool on the market, but only with a special tool that is available only for authorized persons.
  • a motor for example by an electric motor operated on a battery (eg cordless screwdriver), to prevent vandalism Initiation of an operator via a suitable adapter element, such as a special screw head, which is not operated with a freely available standard tool on the market, but only with a special tool that is available only for authorized persons.
  • the adjusting device SV may have or reduce the operating force-reducing gear. Moreover, it is advantageous if the adjusting device SV is self-locking and / or lockable in order to avoid unwanted loosening after "locking".
  • the actuator SV comprises a nut / spindle gear.
  • the spindle is stationary in relation to the column S and the mother stationarily recorded in relation to the longitudinal profile LP.
  • the nut may be stationarily held with respect to the column S and the spindle with respect to the longitudinal profile LP.
  • the nut / spindle gear is designed so that the mother moves when operating the adjusting device SV substantially along the support surface AF.
  • the movement of the longitudinal profile LP in the direction of the support surface AF or in the direction of the base GF by a left-hand rotation of the spindle or the nut / spindle transmission can also be provided that the movement of the longitudinal profile LP in the direction of the support surface AF or in the direction of the base GF by a left-hand rotation of the spindle or the nut / spindle transmission.
  • a counterclockwise (left) turn and a clockwise (“clockwise”) turn of the spindle are required to "open”. This is to counteract improper opening, since it is generally assumed that the opening is done by a left-hand rotation of the spindle.
  • the nut of the nut / spindle gear is designed as a guide element FE, which is coupled to the longitudinal profile LP.
  • the coupling between the guide element FE and the longitudinal profile LP consists of a coupling device KV, which comprises a coupling pin KB, which is guided in a coupling opening KK.
  • the coupling opening KK is designed as a gate, which preferably causes a linear guidance of the coupling pin KB. It proves to be particularly practical to achieve a nearly ideal movement behavior of the longitudinal profile LP if the rectilinear guide runs at an angle of approximately 90 degrees with respect to the support surface AF.
  • the coupling bolt KB is stationary with respect to the guide element FE and the coupling opening KK stationary with respect to the longitudinal profile LP, wherein the coupling opening KK is formed directly in the longitudinal profile LP.
  • Figures 5 and 6 show an alternative embodiment to Figures 1 and 3, with Figure 5 showing the "open” and Figure 6 the “locked” state.
  • the preferably solid columns S according to FIGS. 5 and 6 have, on their side facing away from the flood, an edge KL inclined relative to the vertical.
  • the columns S have an "integrated back support.” This has the advantage that by special loads, such as in flood-led
  • Stability has a small footprint, as explained in DE 20 2004 001 196 Ul.
  • the columns S may also on their side facing away from the flood a support surface AF for receiving the high water jammed wall elements WE have to a back
  • a back stowage wall is particularly advantageous when it should come to a flow over the flood protection wall, so the flood exceeds the effective height of the flood protection wall due to the both flood and landside existing dam walls, the mutually acting forces or tilting moments compensate, so that, for example, a Wegschwemmen and consequent damage to the flood protection wall can be avoided.
  • the columns S are fastened by means of fastening means BM, such as Versehraubungen, on the base GF, which are all accessible on the side facing away from the flood.
  • fastening means BM such as Versehraubungen
  • EP 0 754 804 A1 and the preferred embodiments treat a flood protection wall, in which the columns S for receiving the wall formed from the wall elements WE WE have a relation to the vertical inclined support surface AF, the invention for a person skilled in the art not limited to such. It should also be noted that Figs. 1 to 6 show preferred embodiments of the invention, which is why it is at the discretion of a person skilled in the art to make modifications within the scope of the claims.

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)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

L'invention concerne un mur de protection contre les hautes eaux comportant des colonnes (S) disposées à distance mutuelle, qui peuvent être montées sur une face de base (GF) s'étendant le long d'une ligne de protection contre les hautes eaux et présentent, vues transversalement à la ligne de protection contre les hautes eaux, sur leur face tournée vers les hautes eaux, une surface d'appui (AF) pour recevoir des éléments muraux (WE) qui retiennent les hautes eaux. Pour maintenir des éléments muraux (WE) contre les colonnes (S), il est prévu un profil longitudinal (LP) qui s'étend le long de la surface d'appui (AF) et comprime les éléments muraux (WE) dans le sens de la surface d'appui (AF) et dans le sens de la surface de base (GF).
EP07801182A 2006-07-29 2007-07-27 Mur de protection contre les hautes eaux Withdrawn EP2047036A2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200620011636 DE202006011636U1 (de) 2006-07-29 2006-07-29 Hochwasserschutzwand
PCT/DE2007/001341 WO2008014765A2 (fr) 2006-07-29 2007-07-27 Mur de protection contre les hautes eaux

Publications (1)

Publication Number Publication Date
EP2047036A2 true EP2047036A2 (fr) 2009-04-15

Family

ID=37563870

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07801182A Withdrawn EP2047036A2 (fr) 2006-07-29 2007-07-27 Mur de protection contre les hautes eaux

Country Status (3)

Country Link
EP (1) EP2047036A2 (fr)
DE (1) DE202006011636U1 (fr)
WO (1) WO2008014765A2 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT508175B1 (de) * 2009-05-06 2012-09-15 Baumann Holding 1886 Gmbh Verbindung und standsäule
AT508259B1 (de) * 2009-05-12 2010-12-15 Baumann Holding 1886 Gmbh Hochwasserschutzdamm mit demontierbarer hochwasserschutzwand
EP3098353A1 (fr) * 2009-12-07 2016-11-30 Max Aicher GmbH & Co. KG Dispositif mobile de protection contre les hautes eaux

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3519168A1 (de) * 1984-06-01 1986-12-04 Ernst 6780 Pirmasens Kossbiel Absperreinrichtung fuer den hochwasserschutz
DE19807141B4 (de) * 1998-02-20 2004-01-29 Dsd Dillinger Stahlbau Gmbh Demontierbare Schutzwand
DE29920464U1 (de) * 1999-11-20 2001-04-26 Helffenstein, Kurt, 65558 Flacht Demontierbare Hochwasserschutzwand
DE202004001196U1 (de) * 2004-01-28 2004-04-22 Aqua-Stop Hochwasserschutz Gmbh Hochwasserschutzwand

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2008014765A3 *

Also Published As

Publication number Publication date
WO2008014765A3 (fr) 2008-04-10
WO2008014765A2 (fr) 2008-02-07
DE202006011636U1 (de) 2006-12-14

Similar Documents

Publication Publication Date Title
DE3122401C2 (fr)
DE2916025C3 (de) Bausatz zum Einbauen eines Absperrorgans in eine Rohleitung
WO1982000672A1 (fr) Tirant
EP2847390A1 (fr) Système d'ancrage dans une fondation pour machines industrielles
WO2008014765A2 (fr) Mur de protection contre les hautes eaux
EP1355009A2 (fr) Dispositif de recouvrement pour joints
EP2046612A1 (fr) Dispositif de levage
WO1984004127A1 (fr) Echafaudage a progression par moteur pour batiments, tendeur de cable, et procede pour construire et/ou entretenir des batiments de grande hauteur
EP2959061B1 (fr) Barrière de séparation de voie et système de retenue de véhicule équipé d'une telle barrière de séparation de voie
EP0002814B2 (fr) Coffrage pour béton formé de panneaux assemblés par clavettage
EP1972384B1 (fr) Récipient d'eau sous pression
EP0161634A2 (fr) Poussard en particulier applicable aux travaux de blindage, p.e. blindage de tranchée
EP3388581B1 (fr) Poutrelle de bouchure pour protection de bâtiment
EP0144007A2 (fr) Dispositif de blindage
DE2738522C3 (de) Druckmittelbetriebener Arbeitszylinder
DE2507903A1 (de) Rammpfahl, bestehend aus rammschaft und pfahlschuh mit verdraengerteil
WO2012140076A2 (fr) Procédé et dispositif pour enfermer un trou de forage
DE202015105834U1 (de) Vorrichtung zur Verbindung eines Masts mit einem Mastsockel
AT411773B (de) Haltevorrichtung für eine staueinheit einer stauanlage und verfahren zum halten und heben bzw. senken einer solchen staueinheit
DE3229682A1 (de) Mehrwegeventil
DE102016123641A1 (de) Vorrichtung gegen das Eindringen von Flüssigkeiten
DE1953597U (de) Bodenanker und vorrichtung zum eintreiben desselben.
DE872189C (de) Grubenstempel
DE29519425U1 (de) Hubvorrichtung für Fahrzeuge
EP4309794A1 (fr) Broyeur planétaire à billes

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20090224

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK RS

DAX Request for extension of the european patent (deleted)
RBV Designated contracting states (corrected)

Designated state(s): AT CH DE LI

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20120201