EP3388581A1 - Stop log for the protection of an object - Google Patents
Stop log for the protection of an object Download PDFInfo
- Publication number
- EP3388581A1 EP3388581A1 EP17165844.6A EP17165844A EP3388581A1 EP 3388581 A1 EP3388581 A1 EP 3388581A1 EP 17165844 A EP17165844 A EP 17165844A EP 3388581 A1 EP3388581 A1 EP 3388581A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- dam
- dam beam
- undercut
- lower portion
- projection
- 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
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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
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- 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
- E02B7/54—Sealings for gates
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- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B9/00—Screening or protective devices for wall or similar openings, with or without operating or securing mechanisms; Closures of similar construction
- E06B9/02—Shutters, movable grilles, or other safety closing devices, e.g. against burglary
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- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B9/00—Screening or protective devices for wall or similar openings, with or without operating or securing mechanisms; Closures of similar construction
- E06B2009/007—Flood panels
Definitions
- the invention relates to a dam for the protection of objects, and in particular a dam with a thin extruded profile.
- flood protection walls are usually used to protect localities from flooding. Such flood barriers are usually up to 6 m high. However, such a flood protection must be provided by the authorities and requires considerable effort in the installation of flood defenses, which must extend over several 100 m or even kilometers, in part, in order to provide the appropriate flood protection for localities.
- flood barriers are not provided in all localities where only individual houses or limited areas of flood can be affected. For example, in a cellar entrance water can penetrate, which then flooding the corresponding basement and can damage the stored there items or technical equipment.
- the flood protection walls which are used for flood protection of localities, but not suitable.
- the normal flood barriers are too big and too bulky and take quite a lot of effort to lay the appropriate foundations.
- individual persons can not quickly build the flood protection walls in case of need and dismantle again, since the individual dam beams are too large.
- flood protection walls which are a smaller version of the flood protection walls.
- this object walls also foundations are laid and support beams mounted and attached between these support beams the dam beams of the water protection wall also usually.
- the construction and in particular dismantling of the flood protection walls is difficult because after use the water protection walls are often glued with mud, wet, slippery and filled with water, which is why the individual dam beams are difficult to solve from the support beams.
- One solution to this problem may be to mount handles to the dambars, such as by welding, but this significantly increases the cost of each dambar.
- the present invention therefore has the task of providing dam beams for an object protection wall, which are easy to dismantle and disassemble and are inexpensive to manufacture. This object is achieved by a dam beam according to claim 1.
- An inventive object protection dam beam comprises a longitudinally extending, hollow extrudate having an upper portion, a lower portion, and two sidewalls connecting the upper portion to the lower portion, the lower portion having two support projections on both sides and the upper portion at least one side has a sealing groove which is provided for introducing a seal are placed on the at least one of the two support projections of an adjacent dam beam, wherein on the upper side a Hubnut is provided which has an undercut.
- Such a dam beam is easy to build as a water protection wall for the property protection and, above all, dismantle again.
- the undercut is preferably inclined on the upper side and formed in particular rising towards the center. With such a tendency, a simple positive locking can be achieved, which prevents slippage of the lifting tool in the Hubnut.
- the undercut of the Hubnut is preferably formed below the bottom of the sealing grooves.
- the arrangement of the undercut under the sealing groove of the dambar can be made even narrower, because the widest areas of the grooves are offset from one another. A narrower dambar is lighter and therefore cheaper and easier to handle.
- At least one projection is provided on the upper side.
- the projection serves to press on / clamp the mounted dam beams and thus enables a better seal.
- the at least one projection is provided at the edge of the Hubnut. Here it is arranged in the most space-saving way.
- an object barrier dam beam in another aspect of the invention, comprises a longitudinally extending, hollow extrudate having an upper portion, a lower portion, and two sidewalls connecting the upper portion to the lower portion, the lower portion being two on both sides Support projections and the upper portion has on at least one side a sealing groove, which is provided for introducing a seal is placed on the at least one of the two support projections of an adjacent Dammbalkens, wherein at least one projection for supporting a bracing device is provided on the upper side.
- the projection is preferably provided in the edge region and in particular as an extension of the Hubnut. This optimally utilizes the space on the dam beam to make it as narrow as possible.
- a receptacle for a foot gasket may be provided.
- both sides can be connected by a central strut, which increases the strength of the dam beam.
- the terms “lengthwise,””width,” and “height” refer to a dambar unless explicitly described otherwise.
- the height refers to a direction from bottom to top
- the “width” to a direction from left to right
- the “length” or “longitudinal direction” refers to the direction in the drawing plane (or the opposite direction).
- FIG. 1 shows a dambar 10 in cross section.
- the dam beam 10 has a thin-walled extruded profile with an outer wall thickness of 1mm - 5mm, preferably 1.5mm - 3mm.
- the two side walls 12 may be with one or more Reinforcement struts 13 may be connected, which once again increase the stability of the dam beam 10.
- a support beam 40 is essentially a longitudinally extending beam with a receptacle 44 for the dam bars 10.
- the receptacle 44 is formed substantially by the side walls 42 and the rear wall 41 of the support beam 40.
- longitudinal grooves 46 are provided on the inner sides of the side walls 42, in which a seal can be introduced, which seals the connection point between dam beams 10 and support bar 40.
- the support bar 40 has at its upper region on the inner sides of the side walls a recess 48, which is in particular formed perpendicular to the longitudinal extent, as in FIG. 4 can be seen. This recess 48 serves as a bearing point of a biasing device 50, which will be described below.
- sealing groove 11 In the upper region 17 of the dam beam 10, at least one sealing groove 11 is provided. In the preferred embodiment sealing grooves 11 are provided on both sides, which improves the seal between two dam bars 10 and thus the water protection wall.
- the seal groove 11 may be formed as a simple rectangular groove, but may also include an undercut to accommodate and hold a correspondingly shaped seal 15.
- a Hubnut 18 is also provided at the upper portion 17 of the dam beam 10. This extends in particular centrally in the upper region 17 downwards and has an undercut 19.
- the undercut 19 serves as an engaging portion for a in FIG. 2 illustrated and described below lifting tool 30 and may generally be configured arbitrarily. In a preferred embodiment, however, the undercut is inclined towards the groove opening and, in particular, it is rising, since this simplifies the production of the lifting tool 30. Other configurations may have a descending slope for slot opening to allow a hook-shaped tool to securely grip the undercut 19.
- the undercut 19 is preferably formed below the sealing grooves, so that the dambar 10 can be made as narrow as possible.
- the dam bar 10 has at least one projection 16 in the upper region 17.
- This projection 16 serves as a support for a clamping tool 50, as shown in the FIGS. 6 and 7 is shown.
- the projection 16 is formed as a wall and may extend over the entire length of the dam beam.
- two projections 16 are provided, which in particular are symmetrical (with respect to a vertical center axis of the Cut in FIG. 1 ) are arranged on the top of the dam beam 10.
- the projections 16 are provided on the groove edge, so to speak as an extension of the groove 18 on the seals 15 addition.
- the projections 16 may be provided at the upper end with a support surface which may be formed, for example, by folding the projection 16 by 90 °. It is only important that the at least one projection 16 can be received in the below described receptacle for the foot seal at the lower portion 14 of the dam beam 10, so that the dam bars can be placed on identical other dam bars 10 and stacked to the water protection wall.
- the dam beam 10 has a receptacle for a foot gasket 25.
- the receptacle is formed by two laterally arranged foot projections 22, which can then receive the foot gasket 25 between them.
- the two projections 2 at the lower end to a thickening 23, which facilitates the holding of the bottom seal 25.
- the thickening 23 is directed inwards and can thus pinch the base gasket 25 in the receptacle, in particular if the foot gasket 25 is designed to bulge outwardly, as shown in FIG FIG. 3 is shown.
- the foot seal 25 has an upper portion 26, which is preferably shaped according to the reception of the dam beam, and a lower portion 27 which is formed substantially rectangular.
- the foot seal 25 is formed in two parts, for example, by gluing the upper portion 26 with the lower portion 27.
- different materials for the foot seal 25 can be used.
- the lower portion 27 of the base gasket is designed such that unevennesses can be compensated for the foundation.
- a bracing 50 is provided.
- the bracing device 50 has a holder 52, by means of which the bracing device 50 can be fastened to the support beam.
- the holder is designed such that it can be inserted into the recess 48 of the support beam 40.
- the bracket 52 is a metal plate that can be easily slid into the recess 48.
- a threaded pin 54 is provided, which can move by turning up and down. At the lower end, the threaded pin on a pressure plate 56 which can rotate relative to the threaded pin. This pressure plate 56 is then moved by screwing the threaded pin 54 on the projections 16 and presses on this on the uppermost dambar 10 to clamp the water protection wall.
- the lifting tool 30 for lifting the dam bars during disassembly of the water protection wall comprises a handle, a plug-in rod and a lifting armature.
- the plug-in rod and the lifting armature must be narrow enough to fit in the lifting groove to be pushed into it.
- the lifting armature is therefore designed to be longer in one extension direction than in the other.
- the lifting armature is rotated to the lifting position, so that its upper side abuts against the upper side of the undercut of the Hubnut and the dam bar can be raised thereby.
- the flattened on the diameter of the plug rod side of the lifting armature can be seen in the front view.
- the lifting tool 30 is formed in a simple embodiment.
- the handle 32 is formed as a simple cylinder of, for example, wood or metal and has a kind of screw as a push rod 34, the conical head 36 has been flattened on two opposite sides, for example by grinding the sides.
- a hook-shaped lifting armature or a flat plate are possible, for example, a hook-shaped lifting armature or a flat plate.
- the support beams 40 are usually anchored to a wall, for example by a screw connection. Between the support beam and the wall and under the support beam any leaks can be sealed with a resin, so that no water can leak under or behind the support bar 40. Ideally, there is also a flat foundation under the dam beams to be laid. By the bottom seal 25 can be waived, however, since this can compensate for any bumps.
- the bottom seal 25 is anchored in the lowermost dam beam 10 with its upper portion 26, the dam bar 10 is used with bottom seal 25 in the recording of the support beams and pushed onto the foundation or the ground. Subsequently, the further dam bars 10 are inserted into the support struts 40 and pushed onto the respective lower dam bars. Subsequently, the uppermost dam beam 10 is then clamped with the aid of the tensioning device 50.
- the bracing device 50 is released and the dam beams 10 lifted out.
- the lifting armature 26 and the insertion rod 34 is inserted and rotated in the Hubnut 18, in particular by 90 °.
- the lifting armature 36 rotates under the undercut 19 of the lifting groove 18, engages the upper side thereof and transmits the lifting force to the dam bar 10, which then slides upwards from the receiving recesses of the lateral support bar.
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Barrages (AREA)
Abstract
Die Erfindung betrifft einen Dammbalken (10) für den Hochwasser-Objektschutz, umfassend einen sich längserstreckenden, hohlen Strangpresskörper mit einem oberen Bereich, einem unteren Bereich und zwei Seitenwänden, die den oberen Bereich mit dem unteren Bereich verbinden, wobei der untere Bereich an beiden Seiten zwei Auflagevorsprünge und der obere Bereich an zumindest einer Seite eine Dichtungsnut (11) aufweist, die zum Einbringen einer Dichtung vorgesehen sind auf die die beiden Auflagevorsprünge eines benachbarten Dammbalkens aufgelegt werden, wobei an der oberen Seite eine Hubnut (18) vorgesehen ist, die einen Hinterschnitt aufweist. The invention relates to a dam beam (10) for flood protection, comprising a longitudinally extending, hollow extruded body having an upper portion, a lower portion and two side walls connecting the upper portion to the lower portion, the lower portion on both sides two support projections and the upper portion on at least one side of a sealing groove (11), which are provided for introducing a seal on which the two support projections of an adjacent dam beam are placed, wherein on the upper side of a Hubnut (18) is provided, the one Undercut has.
Description
Die Erfindung betrifft einen Dammbalken für den Objektschutz, und insbesondere einen Dammbalken mit einem dünnen Strangpressprofil.The invention relates to a dam for the protection of objects, and in particular a dam with a thin extruded profile.
Hochwasserschutzwände dienen in der Regel zum Schutz von Ortschaften vor Hochwasser. Solche Hochwasserschutzwände sind in der Regel bis zu 6 m hoch. Ein solcher Hochwasserschutz muss jedoch behördlicherseits vorgesehen werden und erfordert einen erheblichen Aufwand bei der Installation der Hochwasserschutzwände, die sich teilweise über mehrere 100 m oder sogar Kilometer erstrecken müssen, um den entsprechenden Hochwasserschutz für Ortschaften bereitstellen zu können.Flood protection walls are usually used to protect localities from flooding. Such flood barriers are usually up to 6 m high. However, such a flood protection must be provided by the authorities and requires considerable effort in the installation of flood defenses, which must extend over several 100 m or even kilometers, in part, in order to provide the appropriate flood protection for localities.
Solche Hochwasserschutzwände sind jedoch nicht an allen Ortschaften vorgesehen, bei denen lediglich einzelne Häuser oder begrenzte Bereiche von Hochwasser betroffen sein können. Beispielsweise kann in einem Kellereingang Wasser eindringen, das den entsprechenden Keller dann flutet und die dort gelagerten Gegenstände oder technische Ausrüstung beschädigen kann. Für solchen Objektschutz sind die Hochwasserschutzwände, die zum Hochwasserschutz von Ortschaften verwendet werden, jedoch nicht geeignet. Die normalen Hochwasserschutzwände sind zu groß und zu sperrig und benötigen einen recht großen Aufwand um die entsprechenden Fundamente zu legen. Darüber hinaus können einzelne Personen die Hochwasserschutzwände im Bedarfsfall auch nicht schnell auf- und wieder abbauen, da die einzelnen Dammbalken zu groß sind.However, such flood barriers are not provided in all localities where only individual houses or limited areas of flood can be affected. For example, in a cellar entrance water can penetrate, which then flooding the corresponding basement and can damage the stored there items or technical equipment. For such property protection, the flood protection walls, which are used for flood protection of localities, but not suitable. The normal flood barriers are too big and too bulky and take quite a lot of effort to lay the appropriate foundations. In addition, individual persons can not quickly build the flood protection walls in case of need and dismantle again, since the individual dam beams are too large.
Für den Objektschutz gibt es daher Hochwasserschutzwände, die quasi eine verkleinerte Version der Hochwasserschutzwände darstellen. Für diese Objektschutzwände werden ebenfalls in der Regel Fundamente gelegt und Stützbalken montiert und zwischen diesen Stützbalken die Dammbalken der Wasserschutzwand befestigt. Das Auf- und insbesondere Abbauen der Hochwasserschutzwände ist jedoch schwierig, da nach dem Einsatz die Wasserschutzwände oft mit Schlamm verklebt, nass, glitschig und mit Wasser gefüllt sind, weswegen die einzelnen Dammbalken nur schwer aus den Stützbalken zu lösen sind. Eine Lösung für dieses Problem kann sein, an die Dammbalken Handgriffe zu montieren, beispielsweise mittels Schweißen, was jedoch die Kosten für die einzelnen Dammbalken beträchtlich erhöht.For the protection of the property there are therefore flood protection walls, which are a smaller version of the flood protection walls. For this object walls also foundations are laid and support beams mounted and attached between these support beams the dam beams of the water protection wall also usually. However, the construction and in particular dismantling of the flood protection walls is difficult because after use the water protection walls are often glued with mud, wet, slippery and filled with water, which is why the individual dam beams are difficult to solve from the support beams. One solution to this problem may be to mount handles to the dambars, such as by welding, but this significantly increases the cost of each dambar.
Die vorliegende Erfindung hat daher die Aufgabe Dammbalken für eine Objektschutzwand bereitzustellen, die einfach auf- und wieder abzubauen und dabei kostengünstig herzustellen sind. Diese Aufgabe wird gelöst durch einen Dammbalken nach Anspruch 1.The present invention therefore has the task of providing dam beams for an object protection wall, which are easy to dismantle and disassemble and are inexpensive to manufacture. This object is achieved by a dam beam according to claim 1.
Ein erfindungsgemäßer Dammbalken für den Objektschutz umfasst einen sich längserstreckenden, hohlen Strangpresskörper mit einem oberen Bereich, einem unteren Bereich und zwei Seitenwänden, die den oberen Bereich mit dem unteren Bereich verbinden, wobei der untere Bereich an beiden Seiten zwei Auflagevorsprünge und der obere Bereich an zumindest einer Seite eine Dichtungsnut aufweist, die zum Einbringen einer Dichtung vorgesehen ist auf die zumindest einer der beiden Auflagevorsprünge eines benachbarten Dammbalkens aufgelegt werden, wobei an der oberen Seite eine Hubnut vorgesehen ist, die einen Hinterschnitt aufweist. Ein solcher Dammbalken ist einfach als Wasserschutzwand für den Objektschutz aufzubauen und vor allem wieder abzubauen.An inventive object protection dam beam comprises a longitudinally extending, hollow extrudate having an upper portion, a lower portion, and two sidewalls connecting the upper portion to the lower portion, the lower portion having two support projections on both sides and the upper portion at least one side has a sealing groove which is provided for introducing a seal are placed on the at least one of the two support projections of an adjacent dam beam, wherein on the upper side a Hubnut is provided which has an undercut. Such a dam beam is easy to build as a water protection wall for the property protection and, above all, dismantle again.
Der Hinterschnitt ist vorzugsweise auf der oberen Seite geneigt und insbesondere zur Mitte hin ansteigend ausgebildet. Mit einer solchen Neigung kann ein einfacher Formschluss erreicht werden, der ein Verrutschen des Hubwerkzeugs in der Hubnut verhindert.The undercut is preferably inclined on the upper side and formed in particular rising towards the center. With such a tendency, a simple positive locking can be achieved, which prevents slippage of the lifting tool in the Hubnut.
Der Hinterschnitt der Hubnut ist bevorzugt unter dem Grund der Dichtungsnuten ausgebildet. Durch die Anordnung des Hinterschnitts unter der Dichtungsnut kann der Dammbalken noch schmaler ausgeführt werden, weil die breitesten Bereiche der Nuten zueinander versetzt sind. Ein schmalerer Dammbalken ist leichter und damit billiger und besser zu handhaben.The undercut of the Hubnut is preferably formed below the bottom of the sealing grooves. The arrangement of the undercut under the sealing groove of the dambar can be made even narrower, because the widest areas of the grooves are offset from one another. A narrower dambar is lighter and therefore cheaper and easier to handle.
An der oberen Seite ist zumindest ein Vorsprung vorgesehen. Der Vorsprung dient dem Anpressen/Verspannen der montierten Dammbalken und ermöglicht so eine bessere Abdichtung. Der zumindest eine Vorsprung ist am Rand der Hubnut vorgesehen. Hier ist er am platzsparendsten angeordnet.At least one projection is provided on the upper side. The projection serves to press on / clamp the mounted dam beams and thus enables a better seal. The at least one projection is provided at the edge of the Hubnut. Here it is arranged in the most space-saving way.
Bei einem anderen Aspekt der Erfindung weist ein erfindungsgemäßer Dammbalken für den Objektschutz einen sich längserstreckenden, hohlen Strangpresskörper mit einem oberen Bereich, einem unteren Bereich und zwei Seitenwänden auf, die den oberen Bereich mit dem unteren Bereich verbinden, wobei der untere Bereich an beiden Seiten zwei Auflagevorsprünge und der obere Bereich an zumindest einer Seite eine Dichtungsnut aufweist, die zum Einbringen einer Dichtung vorgesehen ist auf die zumindest eine der beiden Auflagevorsprünge eines benachbarten Dammbalkens aufgelegt werden, wobei an der oberen Seite zumindest ein Vorsprung zum Abstützen einer Verspanneinrichtung vorgesehen ist. Mittels solch eines Vorsprungs kann sichergestellt werden, dass eine ausreichend große Kraft für das Verspannen der Dammbalken und vor allem für das Abdichten am Fundament bereitgestellt und in die Wasserschutzwand eingeleitet werden kann, ohne dass die Dammbalken beschädigt werden.In another aspect of the invention, an object barrier dam beam according to the present invention comprises a longitudinally extending, hollow extrudate having an upper portion, a lower portion, and two sidewalls connecting the upper portion to the lower portion, the lower portion being two on both sides Support projections and the upper portion has on at least one side a sealing groove, which is provided for introducing a seal is placed on the at least one of the two support projections of an adjacent Dammbalkens, wherein at least one projection for supporting a bracing device is provided on the upper side. By means of such a projection can be ensured that a sufficiently large force for the bracing of the dam beams and especially for the Sealing can be provided on the foundation and introduced into the water protection wall, without the dam bars are damaged.
Der Vorsprung ist vorzugsweise im Randbereich und insbesondere als Verlängerung der Hubnut vorgesehen. Dadurch wird der Platz auf dem Dammbalken optimal genutzt, um ihn so schmal wie möglich auszubilden.The projection is preferably provided in the edge region and in particular as an extension of the Hubnut. This optimally utilizes the space on the dam beam to make it as narrow as possible.
Am unteren Bereich des Dammbalkens kann eine Aufnahme für eine Fußdichtung vorgesehen sein.At the bottom of the dam beam, a receptacle for a foot gasket may be provided.
Ferner können beide Seiten durch eine Mittelstrebe verbunden sein, was die Festigkeit des Dammbalkens erhöht.Furthermore, both sides can be connected by a central strut, which increases the strength of the dam beam.
-
Figur 1 zeigt einen erfindungsgemäßen Dammbalken im Querschnitt;FIG. 1 shows a dam beam according to the invention in cross section; -
Figur 2 zeigt eine vergrößerte Ansicht auf einen oberen Bereich des Dammbalkens mit eingelegtem Hubwerkzeug;FIG. 2 shows an enlarged view of an upper portion of the dam beam with inserted lifting tool; -
Figur 3 zeigt eine vergrößerte Ansicht auf einen unteren Bereich des Dammbalkens inklusive Bodendichtung;FIG. 3 shows an enlarged view of a lower portion of the dam beam including bottom seal; -
Figur 4 zeigt eine isometrische Ansicht der Vergrößerung ausFigur 2 ;FIG. 4 shows an isometric view of the magnificationFIG. 2 ; -
Figur 5 zeigt eine isometrische Ansicht auf eine Objektschutzwand mit aufwändigem Fundament;FIG. 5 shows an isometric view of an object protection wall with elaborate foundations; -
Figur 6 zeigt eine Vergrößerung auf den oberen Bereich einen Stützbalken mit Vorspanneinrichtung; undFIG. 6 shows an enlargement on the upper portion of a support beam with biasing means; and -
Figur 7 zeigt eine isometrische Ansicht auf die Vergrößerung ausFigur 5 ;FIG. 7 shows an isometric view on the magnificationFIG. 5 ;
Wenn im Folgenden die Begriffe "Längsrichtung", "Breite" und "Höhe" verwendet werden, beziehen sich diese auf einen Dammbalken sofern es nicht explizit anders beschrieben wird. In
Solche Dammbalken 10 werden beim Einsatz seitlich von Stützbalken 40 gelagert, wie sie beispielsweise in den
Im oberen Bereich 17 des Dammbalkens 10 ist zumindest eine Dichtungsnut 11 vorgesehen. Im bevorzugten Ausführungsbeispiel sind an beiden Seiten Dichtungsnuten 11 vorgesehen, was die Abdichtung zwischen zwei Dammbalken 10 und damit der Wasserschutzwand verbessert. Die Dichtungsnut 11 kann als einfache rechteckige Nut ausgebildet sein, kann aber auch einen Hinterschnitt umfassen, um eine entsprechend ausgebildete Dichtung 15 aufnehmen und halten zu können.In the
Am oberen Bereich 17 des Dammbalkens 10 ist ferner eine Hubnut 18 vorgesehen. Diese erstreckt sich insbesondere mittig im oberen Bereich 17 nach unten und weist einen Hinterschnitt 19 auf. Der Hinterschnitt 19 dient als Eingriffsabschnitt für ein in
Ferner weist der Dammbalken 10 im oberen Bereich 17 zumindest einen Vorsprung 16 auf. Dieser Vorsprung 16 dient als Auflage für ein Spannwerkzeug 50, wie es in den
Im unteren Bereich 14 weist der Dammbalken 10 eine Aufnahme für eine Fußdichtung 25 auf. Die Aufnahme wird durch zwei seitlich angeordnete Fußvorsprünge 22 ausgebildet, die dann die Fußdichtung 25 zwischen sich aufnehmen können. Vorzugsweise weisen die beiden Vorsprünge 2 am unteren Ende eine Verdickung 23 auf, die das Halten der Fußdichtung 25 erleichtert. Die Verdickung 23 ist nach innen gerichtet und kann so die Fußdichtung 25 in der Aufnahme einklemmen, insbesondere wenn die Fußdichtung 25 nach außen gewölbt ausgebildet ist, wie es in
Um die aufeinander gestapelten Dammbalken zu verspannen, ist eine Verspanneinrichtung 50 vorgesehen. Die Verspanneinrichtung 50 weist eine Halterung 52 auf, mittels der die Verspanneinrichtung 50 am Stützbalken befestigt werden kann. Dazu ist die Halterung derart ausgebildet, dass sie in die Aussparung 48 des Stützbalkens 40 eingesetzt werden kann. Vorzugsweise ist die Halterung 52 eine Metallplatte, die einfach in die Aussparung 48 geschoben werden kann. In der Halterung 52 ist ein Gewindestift 54 vorgesehen, der sich durch Verdrehen nach oben und unten bewegen kann. Am unteren Ende weist der Gewindestift eine Druckplatte 56 auf, die sich relativ zum Gewindestift verdrehen kann. Diese Druckplatte 56 wird dann durch Verschrauben des Gewindestifts 54 auf die Vorsprünge 16 bewegt und drückt über diese auf den obersten Dammbalken 10, um die Wasserschutzwand zu verspannen.To brace the stacked dam beams, a bracing 50 is provided. The bracing
Das Hubwerkzeug 30 zum Anheben der Dammbalken bei der Demontage der Wasserschutzwand umfasst einen Handgriff, eine Einsteckstange und einen Hubanker. Die Einsteckstange und der Hubanker müssen schmal genug sein, um in die Hubnut hineingeschoben werden zu können. Der Hubanker ist daher in einer Erstreckungsrichtung länger ausgebildet, als in der anderen. In
In der in
Bei der Installation einer erfindungsgemäßen Objektschutzwand werden die Stützbalken 40 in der Regel an einer Wand beispielsweise durch eine Verschraubung verankert. Zwischen dem Stützbalken und der Wand sowie unter dem Stützbalken können eventuelle Undichtigkeiten mit einem Harz abgedichtet werden, so dass kein Wasser unter oder hinter dem Stützbalken 40 hindurchlecken kann. Idealerweise ist auch ein ebenes Fundament unter den zu verlegenden Dammbalken vorhanden. Durch die Fußdichtung 25 kann darauf allerdings verzichtet werden, da diese eventuelle Unebenheiten ausgleichen kann. Die Fußdichtung 25 wird im untersten Dammbalken 10 mit ihrem oberen Bereich 26 verankert, der Dammbalken 10 mit Fußdichtung 25 in die Aufnahme der Stützbalken eingesetzt und auf das Fundament oder den Boden geschoben. Nachfolgend werden die weiteren Dammbalken 10 in die Stützstreben 40 eingesetzt und auf den jeweils unteren Dammbalken aufgeschoben. Abschießend wird dann der oberste Dammbalken 10 mit Hilfe der Verspanneinrichtung 50 eingespannt.When installing an object protection wall according to the invention, the support beams 40 are usually anchored to a wall, for example by a screw connection. Between the support beam and the wall and under the support beam any leaks can be sealed with a resin, so that no water can leak under or behind the
Zum Demontieren der Wasserschutzwand wird die Verspanneinrichtung 50 gelöst und die Dammbalken 10 herausgehoben. Zum Herausheben wird der Hubanker 26 und die Einsteckstange 34 in die Hubnut 18 eingeschoben und gedreht, insbesondere um 90°. Dadurch dreht sich der Hubanker 36 unter den Hinterschnitt 19 der Hubnut 18, greift an deren Oberseite an und überträgt die Hubkraft auf den Dammbalken 10, der dann aus den Aufnahmeaussparungen des seitlichen Stützbalkens nach oben gleitet.To disassemble the water protection wall, the bracing
- Dammbalkenstop logs
- 1010
- Dichtungsnutseal groove
- 1111
- SeitenwandSide wall
- 1212
- Verstärkungsstrebereinforcing strut
- 1313
- unterer Bereichlower area
- 1414
- Dichtungpoetry
- 1515
- Vorsprunghead Start
- 1616
- oberer Bereichupper area
- 1717
- HubnutHubnut
- 1818
- Hinterschnitt der HubnutUndercut of Hubnut
- 1919
- FußvorsprungFußvorsprung
- 2222
- Verdickungthickening
- 2323
- FußdichtungFußdichtung
- 2525
- oberer FußdichtungsteilUpper foot seal part
- 2626
- unterer Fußdichtungsteillower foot seal part
- 2727
- HubwerkzeugLifting gear
- 3030
- Handgriffhandle
- 3232
- Einsteckstangepush-in
- 3434
- Hubankerlifting armature
- 3636
- Stützbalkenshore
- 4040
- Rückwandrear wall
- 4141
- SeitenwandSide wall
- 4242
- Aufnahmeadmission
- 4444
- Längsnutlongitudinal groove
- 4646
- Aussparungrecess
- 4848
- Vorspanneinrichtungbiasing means
- 5050
- Halterungbracket
- 5252
- GewindestiftSet screw
- 5454
- Druckplatteprinting plate
- 5656
Claims (9)
an der oberen Seite eine Hubnut (18) vorgesehen ist, die einen Hinterschnitt (19) aufweist.A safety barrier dam beam (10) comprising a longitudinally extending hollow extrudate having an upper portion (17), a lower portion (14) and two side walls (12) connecting the upper portion (17) to the lower portion (14). The lower region has on both sides two support projections (22) and the upper region has on at least one side a sealing groove (11) which is provided for introducing a seal onto the at least one of the two support projections (22) of an adjacent dam beam (FIG. 10) is placed, characterized in that
on the upper side of a Hubnut (18) is provided which has an undercut (19).
an der oberen Seite zumindest ein Vorsprung (16) zum Abstützen einer Verspanneinrichtung (50) vorgesehen ist.A safety barrier dam beam (10) comprising a longitudinally extending hollow extrudate having an upper portion (17), a lower portion (14) and two side walls (12) connecting the upper portion (17) to the lower portion (14). The lower region has on both sides two support projections (22) and the upper region has on at least one side a sealing groove (11) which is provided for introducing a seal onto the at least one of the two support projections (22) of an adjacent dam beam (FIG. 10) is placed, characterized in that
at least one projection (16) for supporting a bracing device (50) is provided on the upper side.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP17165844.6A EP3388581B1 (en) | 2017-04-10 | 2017-04-10 | Stop log for the protection of an object |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP17165844.6A EP3388581B1 (en) | 2017-04-10 | 2017-04-10 | Stop log for the protection of an object |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3388581A1 true EP3388581A1 (en) | 2018-10-17 |
EP3388581B1 EP3388581B1 (en) | 2019-10-02 |
Family
ID=58530476
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP17165844.6A Active EP3388581B1 (en) | 2017-04-10 | 2017-04-10 | Stop log for the protection of an object |
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Country | Link |
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EP (1) | EP3388581B1 (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4439061A (en) * | 1982-02-16 | 1984-03-27 | Whipps, Inc. | Aluminum stoplogs |
EP0163292A2 (en) * | 1984-06-01 | 1985-12-04 | Ernst Kossbiel | Barrage for high water protection |
DE8902684U1 (en) * | 1989-03-06 | 1989-04-13 | Schweizerische Aluminium Ag, Chippis, Ch | |
DE29504288U1 (en) * | 1995-03-13 | 1995-05-04 | Ibs Industriebarrieren Und Pro | Protection device for the retention of liquids |
-
2017
- 2017-04-10 EP EP17165844.6A patent/EP3388581B1/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4439061A (en) * | 1982-02-16 | 1984-03-27 | Whipps, Inc. | Aluminum stoplogs |
EP0163292A2 (en) * | 1984-06-01 | 1985-12-04 | Ernst Kossbiel | Barrage for high water protection |
DE8902684U1 (en) * | 1989-03-06 | 1989-04-13 | Schweizerische Aluminium Ag, Chippis, Ch | |
DE29504288U1 (en) * | 1995-03-13 | 1995-05-04 | Ibs Industriebarrieren Und Pro | Protection device for the retention of liquids |
Also Published As
Publication number | Publication date |
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EP3388581B1 (en) | 2019-10-02 |
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