EP1418276A2 - Elément de digue - Google Patents

Elément de digue Download PDF

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Publication number
EP1418276A2
EP1418276A2 EP03024346A EP03024346A EP1418276A2 EP 1418276 A2 EP1418276 A2 EP 1418276A2 EP 03024346 A EP03024346 A EP 03024346A EP 03024346 A EP03024346 A EP 03024346A EP 1418276 A2 EP1418276 A2 EP 1418276A2
Authority
EP
European Patent Office
Prior art keywords
element according
frame
dike
container
support frame
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Withdrawn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
EP03024346A
Other languages
German (de)
English (en)
Other versions
EP1418276A3 (fr
Inventor
Peter Lökös
Reinhard Schneider
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.)
Quick Damm GmbH
Original Assignee
Quick Damm 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 Quick Damm GmbH filed Critical Quick Damm GmbH
Publication of EP1418276A2 publication Critical patent/EP1418276A2/fr
Publication of EP1418276A3 publication Critical patent/EP1418276A3/fr
Withdrawn legal-status Critical Current

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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
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/127—Flexible prefabricated covering elements, e.g. mats, strips bags filled at the side

Definitions

  • the present invention relates to a dyke element with a support frame and one arranged on the support frame, at least in the area of one Container underside flexible container shell to form a open top receptacle for receiving contents, whereby the support frame has a filling frame for defining a filling opening forms on the top of the container.
  • a dyke element is known from European patent application EP 1 009 883 A1 known that can be used for the construction of dikes, the serve to protect against flooding. Furthermore, the known Dike element for stabilizing slopes or slopes respectively used to build ramparts and the like become.
  • the known dyke element is intended for use as a component, that in combination with a multitude or multitude of such components the establishment of the aforementioned dikes or ramparts.
  • the known dyke element is constructed and made modular an overall liquid-sealing composite arrangement of individual modules.
  • each module has a rigid support frame, which consists of two frame-shaped side parts that over two longitudinal spars connected to each other and in their relative arrangement be fixed.
  • the known dyke element is assembled in such a way that the longitudinal spars with the container cover are initially used be connected, then the side parts with the longitudinal spars be connected and finally a connection of the container shell also done with the side parts, so that the dyke element finally in operational position. Then one The ready-to-use dike element is filled with filling material.
  • the present invention has for its object a dyke element to propose that on site within an even shorter time can be used.
  • the dyke element according to the invention has a support frame with two against each other and from a non-operating position in the level of Filling opening in an operating position transverse to the level of the filling opening pivotable side panels.
  • the essentially flat configuration of the Dike element in the non-operating position a space-saving and at the same time statically stable stacking arrangement of a large number of dike elements.
  • This is also the possibility of temporary storage of dike elements between missions at different locations given, so that a reuse without major fuss can be done.
  • the size of the dike element essentially by defines the filling frame, so that in addition to the stability mentioned in Operating position allows a particularly space-saving stacking arrangement becomes.
  • the not just an adjacent and relative sealing arrangement individual dyke elements in the longitudinal axis direction of the dyke element enables, but also also an adjacent sealing Arrangement of the dike elements in the transverse direction of the dike element.
  • Three-dimensional structures can thus be built particularly easily that are also several times the height of a dike element can be.
  • the support supports diverging towards the base beam are arranged, that is, the side parts are generally approximately trapezoidal stability can be increased even further.
  • the filling frame comprises at least two longitudinal beams that are parallel to each other arranged and each with their longitudinal ends via swivel joints the side parts are connected, the simplest possible constructive Structure of the support frame designed as a swivel or folding frame possible.
  • the side parts are designed as a closed frame are with each other the upper longitudinal ends of the supports connecting cross member, it is possible to keep the entire support frame rigid and nevertheless from the smallest possible number interconnected support elements so that the filling frame in the interaction of the side members with the cross members of the Side parts is formed.
  • the filling frame comprises at least four longitudinal beams, at least two of which are arranged in the longitudinal direction of the dyke element and in one between a side member and a side member trained pivot bearing connected to each other at their longitudinal ends are.
  • the container shell as an outer envelope which surrounds the supporting frame from the outside Sheath is formed so that a connection between the base beams the side parts and the cover can be dispensed with and a quasi umbrella-like stretching of the outer shell by the Swiveling the side parts out of the non-operating position of the support frame in its operating position, taking the container cover with it he follows.
  • the container casing as a support frame form inner lining inner lining, for example, a direct contact between a product causing corrosion and to prevent a steel carrying frame.
  • the container casing is already in the non-operating position with the side members of the filling frame and at least two Side panels are connected, it is not only no longer necessary that Assemble the support frame of the dike element at the place of use. Rather is it is also possible to pre-assemble the container shell on the support frame, so that only the side parts of the support frame in the Operating position must be pivoted to the dyke element to be able to fill with filling material immediately afterwards.
  • Container cover with a connecting device for connection to the To provide support frame in its operating position, so that, in particular in the case of more than two side members and more than two side parts having support frame an installation of the container shell on the support frame can only be done subsequently.
  • the support frame with a lifting device for non-positive Connection is provided with a lifting device, it is possible to Emptying of the dike element or disposal of the Fill goods regardless of the place of use, as by means of Lifting device the dyke element filled with filling material from the place of use can be removed. You can also reuse the with Fill-filled dike element without intermediate emptying respectively.
  • the lifting device has four Includes lifting tabs, each on a pivot axis of the filling frame arranged with the side parts connecting pivot bearing are. In terms of design, this can be solved particularly simply by the fact that the lifting tabs each on a pivot pin between one Side members of the filler frame and a support of a side frame are arranged.
  • the use turns out to be different materials as advantageous.
  • a liquid permeable Non-woven material can be used.
  • a complete seal of the filling material against the liquid to be contained is through the use a plastic film material enables.
  • a coarse-mesh material has proven to be used as a container cover with a lattice or network structure as advantageous, as a result Greening of the dike element also in the area of the outer walls of the container becomes possible.
  • the container shell can be made from a combination of at least two of the aforementioned materials may be composed to for example, different properties depending on the filling level to enable the container shell.
  • FIG. 1 shows a plan view of a dyke element 10 with a support frame 11 and a container casing 12 arranged on the support frame 11, which together with the support frame 11 forms a receptacle 13 for receiving a filling material 50 ( FIG. 2 ), for example sand.
  • a filling material 50 for example sand.
  • the support frame 11 has two longitudinal beams 14, 15 which are connected to one another in the region of their longitudinal ends 16 via side parts 17, 18.
  • the side parts 17, 18 each have two in the operating position of the dyke element 10 shown in Fig. 2 transversely down to a base 19 extending support brackets 20, 21, at their lower ends via a base support 22, which at the same time to form the footprint the dike element 10 is used, are connected to each other.
  • the side parts 17, 18 thus formed in the exemplary embodiment shown here as a whole U-shaped are provided with a cross member 23 adjacent to the upper longitudinal ends of the support supports 20, 21 and parallel to the base member 22.
  • the longitudinal beams 14, 15 together with the cross beams 23 of the side parts 17, 18 form a filling frame 24 which defines a filling opening 26 on an upper side 25 of the container.
  • pivot bearings 27 are provided for connecting the longitudinal ends 16 of the longitudinal beams 14, 15 to the support supports 20, 21 of the side parts 17 and 18, in the present case, formed by a pivot pin 28 ( FIG. 4 ) Pivot axis 29.
  • the pivot bearing 27 enables the side parts 17, 18 to be pivoted from a non-operating position in which the side parts 17, 18 are located in the plane of the filling opening 26 spanned by the longitudinal members 14, 15, into an operating position in which the side parts 17, 18, as shown in FIG. 2 , are located transversely to the level of the filling opening 26 and, with their base supports 22, form a footprint on the standing surface 19.
  • the container cover 12 is already connected to the support frame 11 in the non-operating position, such that longitudinal wall regions 30 of the container cover 12 are connected to the longitudinal members 14, 15 and transverse wall regions 31 to the cross members 23 of the side parts 17, 18 are.
  • the transverse wall regions 31 of the container shell 12 are simultaneously entrained, so that, together with the pivoting, the receptacle 13 shown in FIG. 2 is formed with a cuboid relative arrangement of the container wall surfaces ,
  • FIG. 1 and FIG. 2 furthermore make it clear that a large number of dyke elements 10 with the support frame 11 configured in their non-operating position can be stacked on one another in a space-saving manner.
  • the dyke elements can be set up quickly and ready for use at the place of use.
  • the dyke element 10 In order to enable a repositioning of a dyke element 10 filled with filling material or a removal of a dyke element 10 filled with filling material from the place of use, the dyke element 10, as shown in FIGS. 1 and 2 , is provided in the region of the pivot bearings 27 with lifting lugs 32 which can be pivoted are arranged on the pivot axes 29 in each case between a support bracket 20, 21 of a side part 17, 18 and a longitudinal end 16 of a side member 14 or 15.
  • the lifting tabs 32 are provided with eyelets 34.
  • Fig. 3 shows a dyke element 35 which is provided with a support frame 36 comprising four longitudinal beams 37, 38, 39, 40 and three side parts 41, 42, 43.
  • the longitudinal beams 37 to 40 correspond in their design to the longitudinal beams 14, 15 of the dyke element 10 shown in FIGS . 1 and 2 and the side parts 41 to 43 correspond in their design to the side parts 17, 18 of the dyke element 10.
  • the dike element 35 shown in FIG. 3 which can be extended in any way by adding further longitudinal members and side parts, is such that a tarpaulin is first spread out on the base 19 to form a container shell 45, and then the erection of the Carrying frame 36 is carried out and to complete the dyke element 35 longitudinal sides 46 and transverse sides 47 of the container shell 45, forming an inner longitudinal overlap 48 and an inner transverse overlap 49 around the longitudinal members 37, 38, 39, 40 and the cross members 23 of the outer side parts 41, 43.
  • connecting devices (not shown in more detail here) are used, which, for example in the case of the container casing 45 being designed as a coarse-mesh network structure, can be formed by locking bars, the longitudinal sides 46 and the longitudinal overlaps 48 and the transverse sides 47 and the transverse overlaps 49 penetrate and thus fixate against each other.

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)
  • Breeding Of Plants And Reproduction By Means Of Culturing (AREA)
EP03024346A 2002-11-07 2003-10-24 Elément de digue Withdrawn EP1418276A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20217317U DE20217317U1 (de) 2002-11-07 2002-11-07 Deichelement
DE20217317U 2002-11-07

Publications (2)

Publication Number Publication Date
EP1418276A2 true EP1418276A2 (fr) 2004-05-12
EP1418276A3 EP1418276A3 (fr) 2005-04-20

Family

ID=7976800

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03024346A Withdrawn EP1418276A3 (fr) 2002-11-07 2003-10-24 Elément de digue

Country Status (2)

Country Link
EP (1) EP1418276A3 (fr)
DE (1) DE20217317U1 (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008017836A1 (fr) * 2006-08-10 2008-02-14 Saeed Dudhia Améliorations apportées à des caissons de lestage ou se rapportant à ceux-ci
DE102006035966A1 (de) * 2006-08-02 2008-02-21 Reinhard Schneider Deichelement
US7431534B2 (en) 2005-06-06 2008-10-07 Big Bag Harbeck Gmbh Flood protection
WO2009112840A1 (fr) * 2008-03-11 2009-09-17 Terram Limited Structures cellulaires
US8177457B2 (en) 2005-11-22 2012-05-15 Boudreaux Jr James C Pipeline protection and levee module system
WO2013006245A1 (fr) * 2011-07-05 2013-01-10 Schnaars Sr Daniel R Système de mur de protection contre les inondations
US9175451B2 (en) 2011-02-01 2015-11-03 Ameriglobe, Llc Flood wall protection system
US10267010B2 (en) 2011-07-21 2019-04-23 Fiberweb Holdings, Ltd. Confinement structures

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1009883A1 (fr) 1997-09-02 2000-06-21 Reinhard Schneider Module de digue

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1714308A (en) * 1928-03-20 1929-05-21 Joseph F Gunderson Sack holder
GB524229A (en) * 1939-01-24 1940-08-01 John Herbert Sparshatt Improvements in and relating to tanks or containers for liquid
US4921373A (en) * 1988-12-07 1990-05-01 Coffey Robert C Barrier for containing floods
IT1274366B (it) * 1995-03-27 1997-07-17 Valsella Meccanotecnica Spa Sistema di protezione a rapida messa in opera

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1009883A1 (fr) 1997-09-02 2000-06-21 Reinhard Schneider Module de digue

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7431534B2 (en) 2005-06-06 2008-10-07 Big Bag Harbeck Gmbh Flood protection
US8177457B2 (en) 2005-11-22 2012-05-15 Boudreaux Jr James C Pipeline protection and levee module system
DE102006035966A1 (de) * 2006-08-02 2008-02-21 Reinhard Schneider Deichelement
DE102006035966B4 (de) * 2006-08-02 2008-06-12 Reinhard Schneider Deichelement
GB2464445B (en) * 2006-08-10 2011-07-27 Saeed Dudhia A Ballast box
GB2464445A (en) * 2006-08-10 2010-04-21 Saeed Dudhia Improvements in or relating to ballast boxes
WO2008017836A1 (fr) * 2006-08-10 2008-02-14 Saeed Dudhia Améliorations apportées à des caissons de lestage ou se rapportant à ceux-ci
US11549229B2 (en) 2008-03-11 2023-01-10 Terram Limited Cellular structures
WO2009112840A1 (fr) * 2008-03-11 2009-09-17 Terram Limited Structures cellulaires
US10094085B2 (en) 2008-03-11 2018-10-09 Terram Limited Cellular structures
US12215471B2 (en) 2008-03-11 2025-02-04 Terram Limited Cellular structures
US9175451B2 (en) 2011-02-01 2015-11-03 Ameriglobe, Llc Flood wall protection system
US9879393B2 (en) 2011-02-01 2018-01-30 Ameriglobe, Llc Flood wall protection system
WO2013006245A1 (fr) * 2011-07-05 2013-01-10 Schnaars Sr Daniel R Système de mur de protection contre les inondations
US10781569B2 (en) 2011-07-21 2020-09-22 Fiberweb Holdings Limited Confinement structures—DefenCell plastic gabion system
US10267010B2 (en) 2011-07-21 2019-04-23 Fiberweb Holdings, Ltd. Confinement structures

Also Published As

Publication number Publication date
EP1418276A3 (fr) 2005-04-20
DE20217317U1 (de) 2003-02-20

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