EP1916339B1 - Flood protection wall - Google Patents
Flood protection wall Download PDFInfo
- Publication number
- EP1916339B1 EP1916339B1 EP07017523A EP07017523A EP1916339B1 EP 1916339 B1 EP1916339 B1 EP 1916339B1 EP 07017523 A EP07017523 A EP 07017523A EP 07017523 A EP07017523 A EP 07017523A EP 1916339 B1 EP1916339 B1 EP 1916339B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- barrier
- profiles
- pivotable
- flood prevention
- wall
- 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.)
- Not-in-force
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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 relates to a flood protection wall with a sheet pile wall inserted into the ground or into a dike, on which a top plate is mounted, with which a wall which is manually pivotable about a horizontal longitudinal axis without further aids is connected.
- a flood protection wall for example, in the documents of the DE-Utility Model 20 2006 011 308.8 described.
- Stationary flood protection devices are for example in the DE 196 51 189 A1 described.
- Such fixedly installed devices have a connected at least to the shore protection wall, on the front side a floating body is attached, wherein the protective wall is pivotally connected by means of a pivot bearing on the bank, so that this protective wall rests on the shore at low water and in the course of the rise of the Water level automatically swings up while raising the float to the shore side.
- such devices are not completely maintenance-free, since it must always be ensured that all pivot bearings are uniformly functional, on the other hand, it must also be ensured that the float remain attached to the intended lower edges of the pivot wall.
- the DE 102 01 882 A1 describes a flood protection device having a flooded container disposed in the bottom, in which a number of floats is arranged, on which lifting walls are supported, which float on the rise of the water level in the container and the lifting walls to move out of the container.
- the lifting walls should consist of laminated wood and be connected via a hinge connection with the respective floating body, which also consists at least partially of laminated wood, so that the float and the laminated wood wall collectively take over the lifting function.
- such floats can easily tilt, so that u. U. the floating is blocked.
- such floats can be installed functionally reliable even over a limited length.
- Another flood protection wall will be installed in the FR 2 876 716 described having individual anchored in the ground post, between which individual elements are successively inserted and anchored together, which together form a wall.
- a support profile is used on the back, which is attached at the upper end to a post and at the lower end in an anchorage, which also receives another horizontal support.
- the support profile is pivotable at the foot end both about a horizontal axis and about an axis perpendicular thereto.
- the flood protection wall according to claim 1 which is characterized according to the invention in that the pivotable wall is supported by support profiles on the back plate via a universal joint both to a horizontal, parallel to the pivot axis of the wall axis of rotation and a
- substantially vertical axis of rotation in the same plane are pivotable, and which are connectable at its other free end via a locking device with the folded-up wall.
- Said articulated connection can consist of two juxtaposed joints or a universal joint.
- the supports are pivoted by these joints not only in the oblique position in which they act as a support of the wall against the upcoming hydrostatic pressure on the other side, but also in a direction in the pivoting of the support profiles can be brought into a horizontal position, which lies inside the top plate.
- the locking device on a bolt in particular as part of a gun connector, which is plugged through provided on lugs of the wall and in the support profile holes.
- said tabs are attached to an angle profile, which is mounted parallel to the pivot axis of the wall rear side.
- the angle profile can serve to fasten or stabilize the wall.
- the pivotable wall is folded up into a vertical position, whereby the support profiles are exposed, which are then placed in a vertical position and then in an inclined position, in which pivots the free end of the support profiles next to a tab or between two tabs is so that the respective existing holes are congruent side by side and allow the insertion of a bolt, creating an easily manageable and secure locking is created.
- Hollow profiles preferably square hollow sections, have proven particularly useful as support profiles.
- the pivotable wall is composed of individual plastic elements, in particular tabular elements, which are glued or screwed together and to which the back said angle profile is attached.
- plastic elements in particular have the advantage of a lower weight with sufficient stability, which can be reinforced in particular by said angle profile and the attachment in the region of the axis of rotation.
- the pivotable wall is attached at its lower end to a rotatably mounted, in cross-section round profile body, in particular a hollow tube.
- the plastic elements or extensions connected thereto are formed as a clamping body which engage around the cross-sectional profile body.
- an angle section is attached to the top plate with an inserted elastic seal which is sealingly compressible by the pivoting wall.
- Said angle profiles, hollow tubes and support profiles are preferably made of steel or steel tube.
- the flood protection wall consists of several sheet pile wall elements, not shown, which are connected with Larssen locks to a wall.
- Locks for Z-shaped sheet pile profiles are for example from the DE 38 15 236 also known as corresponding seals and methods and tools for introducing a seal in sheet pile locks, for example, in the EP 0695832 B1 to be discribed.
- the pivotable wall 13 consists of individual plastic panels 131 to 136, which are glued together or connected via tongue and groove profiles and bolted to an angle bar 14.
- two tabs are welded with holes at a distance from each other, which serve by means of a gun connector 15 or bolt as a fastener for the free end of a support 16.
- the bolt piece 17 is inserted through holes in said tabs as well as through existing holes in the support section 16 therethrough.
- connection described by means of a bolt or gun connector is robust and easy and safe to use, however, the upper connection 18 may be formed as a snap or locking connection, in the against the pressure of a Spring a locking member is first pressed into the open position. As soon as the cross member of a support reaches the recess of this locking member, the connection snaps under the pressure or train of a spring.
- the lower attachment point of the folded-up support 16 is formed as a hinge 19, which in detail in Fig. 6 is shown.
- a first U-profile 20 is welded to the "free ends" of the two legs, whereas a bolt is inserted through the base of this U-profile in a local hole, the opening of the base of another U-section 22nd protrudes, so that the two profiles 20 and 22 are rotatable against each other; the bolt 21 serves as a rotation axis.
- the free legs of the U-profile 22 also have holes which are congruent to corresponding holes of the support section 16 which is pivotally mounted about a pin 23 about this pin 23 as a pivot axis to the U-profile 22.
- the double joint 19 thus allows pivotal movements of the support profile 16 about the longitudinal axes of the bolts 21 and 23, so that the support profile 16 both by the angle ⁇ (see Fig. 2 ) is pivotable about a first horizontal axis as well as about 90 ° about an axis perpendicular thereto, which lies in the same plane as the first pivot axis.
- the support section 16 are stored in the unlocked state on the top plate 11 below the folded-down wall 13.
- Fig. 6 It can also be seen that on the top plate 11 still another tab 24 is fixed with a bore 25 so that when folded down a tab on the angle section 14, which also has a bore, so comes to cover, that the wall thirteenth can be secured by a padlock in the folded down state.
- the hinge 12 of the fold-up wall 13 is in detail Fig. 5 refer to.
- the wall 13 has in its underside extensions 26 with a part-circular recess which comprise a tube 27 by clamping.
- the tube 27 is on the top plate 11 rotatably mounted.
- an angle section 28 is further welded, in the groove an elastic seal 29 is disposed over the entire length. When swinging the wall 13, this seal 29 is compressed.
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- 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)
- Finishing Walls (AREA)
- Barrages (AREA)
- Tents Or Canopies (AREA)
- Illuminated Signs And Luminous Advertising (AREA)
Abstract
Description
Die Erfindung betrifft eine Hochwasserschutzwand mit einer in den Boden oder in einen Deich eingesetzten Spundwand, auf der eine Kopfplatte montiert ist, mit der eine um eine horizontale Längsachse manuell ohne weitere Hilfsmittel schwenkbare Wand verbunden ist. Eine solche Hochwasserschutzwand wird beispielsweise in den Unterlagen des
Der vorgenannten Druckschrift ist zu entnehmen, dass dem Hochwasserschutz sowohl an der Küste, aber auch an Flüssen, insbesondere wenn diese Großstädte durchqueren, erhebliche Bedeutung zukommt. Kurzfristige Niederschläge oder plötzlich einsetzende Schneeschmelzen können, ggf. kumulierend, dazu führen, dass der Wasserpegel so steigt, dass kurzfristig Schutzmaßnahmen geboten sind. So halten Deiche erfahrungsgemäß nach langer Durchweichung dem hydrostatischen Druck eines gestiegenen Wasserpegels nicht hinreichend stand, so dass auch Deichbrüchen von vornherein präventiv entgegengetreten werden muss. Ein wirksames Mittel ist hierbei eine an den Deich angepassten Spundwand, die aus mehreren Einzelprofilen besteht, die über sog. Schlösser entlang Ihrer Längskanten verbunden sind. Die
Aus der
Ortsfest angeordnete Hochwasserschutzvorrichtungen sind beispielsweise in der
In der
Die
Eine weitere Hochwasserschutzwand wird in der
Das Stützprofil ist dabei am Fußende sowohl um eine horizontale Achse als auch um eine senkrecht hierzu liegende Achse verschwenkbar.The support profile is pivotable at the foot end both about a horizontal axis and about an axis perpendicular thereto.
Es ist Aufgabe der vorliegenden Erfindung, die Handhabbarkeit der eingangs genannten Hochwasserschutzwand zu verbessern, so dass kurzfristig ohne weitere Hilfsmittel eine stabile Wand aufgerichtet werden kann.It is an object of the present invention to improve the handling of the aforementioned flood protection wall, so that a stable wall can be erected in the short term without further aids.
Diese Aufgabe wird durch die Hochwasserschutzwand nach Anspruch 1 gelöst, die erfindungsgemäß dadurch gekennzeichnet ist, dass die schwenkbare Wand rückseitig durch Stützprofile abstützbar ist, die an der Kopfplatte über eine Kardangelenkverbindung sowohl um eine horizontale, parallel zur Schwenkachse der Wand liegende Drehachse als auch um eine hierzu im wesentlichen senkrechte Drehachse in derselben Ebene schwenkbar sind, und die an ihrem anderen freien Ende über eine Verriegelungseinrichtung mit der hochgeklappten Wand verbindbar sind. Mit dieser Ausgestaltung lassen sich nicht nur die jeweils schwenkbaren Wände leicht aufrichten, sondern auch mit Stützprofilen verbinden, die verlierungssicher an der Kopfplatte befestigt sind. Die genannte Gelenkverbindung kann aus zwei nebeneinander angeordneten Gelenken oder einem Kreuz- bzw. Kardangelenk bestehen. Die Stützen sind durch diese Gelenkverbindungen nicht nur in die Schräglage schwenkbar, in der sie als Abstützung der Wand gegen den anstehenden hydrostatischen Druck auf der anderen Seite wirken, sondern auch in einer Richtung, bei deren Verschwenken die Stützprofile in eine horizontale Lage verbracht werden können, die innerhalb der Kopfplatte liegt.This object is achieved by the flood protection wall according to claim 1, which is characterized according to the invention in that the pivotable wall is supported by support profiles on the back plate via a universal joint both to a horizontal, parallel to the pivot axis of the wall axis of rotation and a For this purpose, substantially vertical axis of rotation in the same plane are pivotable, and which are connectable at its other free end via a locking device with the folded-up wall. With this configuration, not only the respective pivotable walls can be easily erect, but also connect with support profiles that are secured against loss on the top plate. Said articulated connection can consist of two juxtaposed joints or a universal joint. The supports are pivoted by these joints not only in the oblique position in which they act as a support of the wall against the upcoming hydrostatic pressure on the other side, but also in a direction in the pivoting of the support profiles can be brought into a horizontal position, which lies inside the top plate.
Nach einer weiteren Ausgestaltung der vorliegenden Erfindung weist die Verriegelungseinrichtung einen Bolzen, insbesondere als Teil eines Pistolensteckers auf, der durch an Laschen der Wand und in dem Stützprofil vorgesehene Bohrungen steckbar ist. Vorzugsweise sind die genannten Laschen an einem Winkelprofil befestigt, das parallel zur Schwenkachse der Wandrückseite befestigt ist. Das Winkelprofil kann hierbei zur Befestigung oder Stabilisierung der Wand dienen. Zur Errichtung der Hochwasserschutzwand wird die schwenkbare Wand in eine senkrechte Stellung hochgeklappt, wodurch die Stützprofile freigelegt werden, die dann zunächst in eine Vertikallage und anschließend in eine Schräglage gebracht werden, bei der das freie ende der Stützprofile neben eine Lasche oder zwischen zwei Laschen verschwenkt wird, so dass die jeweils vorhandenen Bohrungen deckungsgleich nebeneinander liegen und dass Durchstecken eines Bolzens erlauben, womit eine leicht handhabbare und sichere Arretierung geschaffen ist.According to a further embodiment of the present invention, the locking device on a bolt, in particular as part of a gun connector, which is plugged through provided on lugs of the wall and in the support profile holes. Preferably, said tabs are attached to an angle profile, which is mounted parallel to the pivot axis of the wall rear side. The angle profile can serve to fasten or stabilize the wall. To establish the flood protection wall, the pivotable wall is folded up into a vertical position, whereby the support profiles are exposed, which are then placed in a vertical position and then in an inclined position, in which pivots the free end of the support profiles next to a tab or between two tabs is so that the respective existing holes are congruent side by side and allow the insertion of a bolt, creating an easily manageable and secure locking is created.
Als Stützprofile haben sich insbesondere Hohlprofile, vorzugsweise Vierkanthohlprofile bewährt.Hollow profiles, preferably square hollow sections, have proven particularly useful as support profiles.
Nach einer weiteren Ausgestaltung der Erfindung ist die schwenkbare Wand aus einzelnen Kunststoffelementen, insbesondere tafelförmigen Elementen zusammengesetzt, die miteinander verklebt oder verschraubt sind und an denen rückseitig das genannte Winkelprofil befestigt ist. Solche Kunststoffelemente besitzen insbesondere den Vorteil eines geringeren Gewichtes bei hinreichender Stabilität, die insbesondere durch das genannte Winkelprofil sowie die Befestigung im Bereich der Drehachse verstärkt werden kann. Vorzugsweise wird die schwenkbare Wand an ihrem unteren Ende an einem drehbar gelagerten, im Querschnitt runden Profilkörper, insbesondere einem Hohlrohr befestigt. Weiterhin vorzugsweise sind die Kunststoffelemente oder hiermit verbundene Verlängerungen als Klemmkörper ausgebildet, die den querschnittsrunden Profilkörper umgreifen.According to a further embodiment of the invention, the pivotable wall is composed of individual plastic elements, in particular tabular elements, which are glued or screwed together and to which the back said angle profile is attached. Such plastic elements in particular have the advantage of a lower weight with sufficient stability, which can be reinforced in particular by said angle profile and the attachment in the region of the axis of rotation. Preferably, the pivotable wall is attached at its lower end to a rotatably mounted, in cross-section round profile body, in particular a hollow tube. Further preferably, the plastic elements or extensions connected thereto are formed as a clamping body which engage around the cross-sectional profile body.
Nach einer weiteren Ausgestaltung der Erfindung ist an der Kopfplatte ein Winkelprofil mit einer eingelegten elastischen Dichtung befestigt, die durch die schwenkbewegte Wand abdichtend zusammendrückbar ist.According to a further embodiment of the invention, an angle section is attached to the top plate with an inserted elastic seal which is sealingly compressible by the pivoting wall.
Genannte Winkelprofile, Hohlrohre und Stützprofile werden vorzugsweise aus Stahl bzw. Stahlrohr gefertigt.Said angle profiles, hollow tubes and support profiles are preferably made of steel or steel tube.
Weitere Vorteile sowie Ausführungsformen werden anhand der Zeichnungen im Folgenden beschrieben. Es zeigt
- Fig. 1
- eine Rückansicht der erfindungsgemäßen Hochwasserschutzwand im hochgeklappten Zustand,
- Fig. 2
- eine Seitenansicht der Hochwasserschutzwand im hochgeklappten zustand,
- Fig. 3
- eine Seitenansicht der Hochwasserschutzwand im heruntergeklappten Zustand,
- Fig. 4
- eine Detailansicht der Verriegelung der Hochwasserschutzwand mit einem Stützprofile,
- Fig. 5
- eine Detailansicht der Hochwasserschutzwand im Bereich der Schwenkachse und
- Fig. 6
- eine Detailansicht der Gelenkverbindung des Stützprofil an der Kopfplatte.
- Fig. 1
- a rear view of the flood protection wall according to the invention in the folded-up state,
- Fig. 2
- a side view of the flood protection wall in the folded state,
- Fig. 3
- a side view of the flood protection wall in the folded-down state,
- Fig. 4
- a detailed view of the locking of the flood protection wall with a support profiles,
- Fig. 5
- a detailed view of the flood protection wall in the area of the pivot axis and
- Fig. 6
- a detailed view of the hinge connection of the support profile to the top plate.
Die Hochwasserschutzwand besteht aus mehreren nicht dargestellten Spundwandelementen, die mit Larssen-Schlössern zu einer Wand verbunden sind. Verriegelungen für Z-förmige Spundwandprofile sind beispielsweise aus der
Auf dem Stahlspundwandkopf ist ein IPE-Träger als Kopfplatte 11 wasserdicht zum Spundwandkopf angeschweißt. Am oberen Ende dieser Kopfplatte ist ein scharnierartiges Gelenk 12 befestigt, das im Detail in
Die beschriebene Verbindung mittels eines Bolzens bzw. Pistolensteckers ist robust und einfach und sicher zu bedienen, allerdings kann die obere Verbindung 18 auch als Schnapp- oder Rastverbindung ausgebildet sein, bei der gegen den Druck einer Feder ein Sperrglied zunächst in die Öffnungsstellung gedrückt wird. Sobald das Querglied einer Stütze die Ausnehmung dieses Sperrgliedes erreicht, schnappt die Verbindung unter dem Druck oder Zug einer Feder zu.The connection described by means of a bolt or gun connector is robust and easy and safe to use, however, the
Der untere Befestigungspunkt der hochgeklappten Stütze 16 ist als Gelenkverbindung 19 ausgebildet, die im Einzelnen in
Die freien Schenkel des U-Profils 22 besitzen ebenfalls Bohrungen, die deckungsgleich zu entsprechenden Bohrungen des Stützprofils 16 liegen, das über einen Bolzen 23 schwenkbar um diesen Bolzen 23 als Schwenkachse an den U-Profil 22 befestigt ist. Die Doppelgelenkverbindung 19 ermöglicht somit Schwenkbewegungen des Stützprofils 16 um die Längsachsen der Bolzen 21 und 23, so dass das Stützprofil 16 sowohl um den Winkel α (siehe
Das Drehgelenk 12 der hochklappbaren Wand 13 ist im Detail
Claims (8)
- Flood prevention barrier with a sheet pile, which is inserted in a ground or a dyke, and on which an end plate (11) is mounted, the end plate (11) is connected with a barrier (13), which is pivotable manually and without auxiliary means about a horizontal centre line, characterised in that the pivotable barrier (13) is bracable on the rear side with supporting profiles (16), which are pivotable via a cardan joint (19) about a horizontal axis of rotation which is parallel to the swivel axis of the barrier (13) as well as about an axis of rotation which is substantially perpendicular to this, the supported profiles (16) are connectable at their free ends with interlocking devices (18) with the fold up barrier (13).
- Flood prevention barrier according to claim 1, characterised in that the interlocking devise (18) has a bolt, particularly as a part of a pistol connector (15), which is pluggable in bores which are arranged at mounting links of the barrier (13) and at the supporting profiles (16).
- Flood prevention barrier according to claim 2, characterised in that the mounting links are fixed at an angle profile (14), which is arranged parallel to the swivel axis and at the rear side of the barrier (13).
- Flood prevention barrier according to one of the claims 1 to 3, characterised in that the supporting profiles (16) are hollow profiles, preferable square profiles.
- Flood prevention barrier according to one of the claims 1 to 4, characterised in that the barrier (13) is of separate plastic components (131-136).
- Flood prevention barrier according to one of the claims 1 to 5, characterised in that the pivotable barrier (13) is mounted at the bottom of a rotatable profile with a round cross section, particularly a tube (27).
- Flood prevention barrier according to claim 6 with reference to claim 5, characterised in that the plastic elements (131-136) or extensions (26) connected therewith are constructed as clamp bodies, which encompass the round profiles (27).
- Flood prevention barrier according to one of the claims 1 to 7, characterised in that an angle profile (28) with an elastic sealing (29) is arranged at the end plate (11), whereby the sealing (29) is compressible by the pivotable barrier (13).
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202006015839U DE202006015839U1 (en) | 2006-10-17 | 2006-10-17 | Flood protection wall for use in e.g. coastline, has pivotable wall supported by support profile that is pivoted at face plate by e.g. cardan joint and around horizontally rotatable axis lying parallel to pivotable axis |
Publications (4)
Publication Number | Publication Date |
---|---|
EP1916339A2 EP1916339A2 (en) | 2008-04-30 |
EP1916339A8 EP1916339A8 (en) | 2008-07-23 |
EP1916339A3 EP1916339A3 (en) | 2010-03-17 |
EP1916339B1 true EP1916339B1 (en) | 2011-12-21 |
Family
ID=37833026
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP07017523A Not-in-force EP1916339B1 (en) | 2006-10-17 | 2007-09-07 | Flood protection wall |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1916339B1 (en) |
AT (1) | ATE538255T1 (en) |
DE (1) | DE202006015839U1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108149638B (en) * | 2018-01-04 | 2019-06-25 | 天津大学 | A kind of interim dykes and dams of reservoir |
CN113684911B (en) * | 2021-08-17 | 2023-03-10 | 山东红三叶钢结构工程有限公司 | Over-and-under type flood control ground storehouse structure |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE484062C (en) * | 1929-10-11 | Josef Helfer | Iron flood protection wall with a bearing rail anchored in the foundation masonry | |
LU88825A1 (en) * | 1996-10-14 | 1997-07-31 | Profilarbed Sa | Mobile flood dam |
DE29707572U1 (en) * | 1997-04-26 | 1997-07-10 | Kusan, Andre, 56626 Andernach | Wall for flood protection |
FR2876716B1 (en) | 2004-10-18 | 2007-03-16 | Cie Du Sol Soc Civ Ile | DEVICE FOR PRODUCING ANTI-CRANE SEALED BARRIER |
DE202006011308U1 (en) * | 2006-07-22 | 2006-09-28 | Thyssenkrupp Gft Bautechnik Gmbh | Flood protective wall has bulkhead inserted in around or in dyke, on which head plate is fitted |
-
2006
- 2006-10-17 DE DE202006015839U patent/DE202006015839U1/en not_active Expired - Lifetime
-
2007
- 2007-09-07 EP EP07017523A patent/EP1916339B1/en not_active Not-in-force
- 2007-09-07 AT AT07017523T patent/ATE538255T1/en active
Also Published As
Publication number | Publication date |
---|---|
EP1916339A2 (en) | 2008-04-30 |
EP1916339A3 (en) | 2010-03-17 |
EP1916339A8 (en) | 2008-07-23 |
ATE538255T1 (en) | 2012-01-15 |
DE202006015839U1 (en) | 2007-02-22 |
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