EP0826092B1 - Mobile collapsible flood barrier of horizontally s-toothed stackable sections - Google Patents
Mobile collapsible flood barrier of horizontally s-toothed stackable sections Download PDFInfo
- Publication number
- EP0826092B1 EP0826092B1 EP96913437A EP96913437A EP0826092B1 EP 0826092 B1 EP0826092 B1 EP 0826092B1 EP 96913437 A EP96913437 A EP 96913437A EP 96913437 A EP96913437 A EP 96913437A EP 0826092 B1 EP0826092 B1 EP 0826092B1
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- EP
- European Patent Office
- Prior art keywords
- profile
- liquid
- way
- fact
- ground piece
- 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.)
- Expired - Lifetime
Links
- 230000004888 barrier function Effects 0.000 title abstract description 3
- 239000007788 liquid Substances 0.000 claims description 46
- 238000007789 sealing Methods 0.000 claims description 24
- 230000001681 protective effect Effects 0.000 claims description 8
- 230000001419 dependent effect Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 claims 5
- 230000000630 rising effect Effects 0.000 claims 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 4
- 239000010802 sludge Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000000356 contaminant Substances 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000005755 formation reaction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- ORQBXQOJMQIAOY-UHFFFAOYSA-N nobelium Chemical compound [No] ORQBXQOJMQIAOY-UHFFFAOYSA-N 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Images
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
Definitions
- the invention relates to a mobile removable liquid protection wall according to the preamble of claim 1.
- a removable shut-off device for flood protection known from DE-A-3 420 405, their seals However, they are designed to be frictional and therefore higher for upcoming Water pressure can cause problems. Furthermore, at this known solution the load is insufficient between the individual Profile elements or elements of the shut-off device, in particular between the lower element closest to the floor and the Floor distributed. To support the shut-off device in longer cases This patent sees the application of additional lateral spans Post in front. These are embedded in quivers in the underground, whereby these quivers in advance through more complex construction measures are creating.
- a mobile protective wall is known with rectangular Sheets stiffened by a frame along their edges. in the Channels are formed underground, into which the protective walls are inserted become.
- the invention is therefore based on the object of a mobile, that is everywhere Easily insertable, removable protective wall to protect against liquids to create the resulting from the liquid present Pressure with high tightness as evenly as possible on the entire wall distributed without this too expensive construction measures in advance of the Construction of the protective wall is necessary, but at the same time it is possible it is also necessary to cover larger distances with such a wall.
- These elements preferably engage at their two longitudinal ends an L-profile arranged perpendicular to the profile elements for the purpose the attachment.
- the individual profile elements lie with your the side facing away from the liquid on the side running parallel to them Flange of the L-profile.
- To tilt the profile elements to the liquid to prevent the facing side there is another smaller L-profile Design which with oblique oblong holes with one side on the side of the L-profile, which is transverse to the liquid protection wall lies, is attached. This makes it possible to easily put the profile elements in manageable way into the gap which by the side of the large L-profile, which lies along the liquid protection wall, and one side of the small L-profile is formed.
- the insertion is done by that the smaller L-profile in the oblong holes obliquely upwards is moved, the profile elements are inserted and after insertion the smaller L-profile again with the help of the elongated holes to the profile elements is moved there.
- the profile elements run over the between you and the small L-profile as well as the large L-shaped gap from the side Liquid full as soon as it starts to rise on the wall. This ensures also good wall stability. If the liquid falls, run the elements are empty again accordingly.
- the individual Profile elements to the side i.e. to the side fastening profile with e.g. Felt, gauze, a net or an end plate closed in such a way that water can get in and out, but not Mud, dirt or similar contaminants.
- the profile can be used for lateral attachment of the liquid protection wall forming profile elements also different, e.g. in the form of a solid, one-piece U-profile.
- the profile elements are arranged one above the other and lying horizontally trained S-shaped shapes on their top and bottom interlocking. So they give one part each, namely approx. 50% of the load caused by the pressure of the liquid present, that can act on them to their respective neighboring profile elements.
- One embodiment of the present invention provides an end piece to the top edge of the liquid protection wall without gearing in front.
- the lower one, ie Profile element lying closest to the floor is toothed in a base piece and thus also gives a part of those acting on this profile element Load from the bottom piece onto the ground.
- the bottom piece is with provided with a seal, each on the edges of the bottom piece Piece overlaps and below the bottom piece the entire width of the Occupies the bottom piece.
- the bottom piece with seal is in an underground fixed support device, e.g. a double T-beam used and closes tightly here. This takes their sealing property with increasing pressure more and more.
- the support device is cast in a channel located below the ground.
- the underground embedded support device e.g. a double-T beam or the like covered by means of a plate or sheet or the like can be.
- this cover plate or the like is included on the upper edges of the support device, e.g. Double T-beam or similar, on.
- the respective top and bottom of the profile elements positive Seals attached, the in when liquid pressure acts on them the, due to the horizontal S-shaped shape of the teeth resulting gap angle pressed between two adjacent profiles and so their sealing properties continue to increase with increasing pressure improve.
- the Liquid protection wall to maintain stability in certain, distances dependent on the expected fluid pressure, using mobile Supports on the side facing away from the liquid present, so that the forces acting on the liquid protection wall the underground are derived.
- These mobile supports are preferably made of elements in the form of e.g. right triangles.
- the distance at which an attachment then this mobile prop is required varies between 4.10 m with an existing liquid of 0.40 m height on the wall and 2.43 m at a liquid height of 2.00 m. It is always ensured that the wall at no point has the maximum permissible deflection according to DIN 4113 of 1 / 300th.
- An advantage of the liquid protection wall according to the present invention lies in the ease of assembly and disassembly of the device without that this involved complex construction measures in advance of the erection of the wall would be required. Due to the chosen positive seals, which will press into the gap angle of the horizontal S-toothing a high tightness of the entire wall is achieved without the seals would be exposed to excessive stress. Through the horizontally trained S-shaped toothing of the profile elements becomes even Load distribution across the entire wall achieved.
- a support device e.g. Double-T beams
- the bottom piece can also be used in an embodiment of the present invention an immediate one Partial load delivery to the underground can be achieved. Longer Spans between the individual vertical U-shaped profiles Fastenings can be achieved using the mobile supports.
- FIG. 1 shows an embodiment of the present invention with the toothing 101 of the lower profile element 102 to the base piece 103 with simultaneous S-shaped toothing 104 to the profile element 105 lying above it.
- the sealing profiles 106 and 107 engage here in the gap angles 108 and 109 between the two adjacent profile elements 102 and 105 , which result from the horizontally lying S-shaped shape of the toothing 104 .
- Fig. 2 is an embodiment of the end piece 201 of a profile element for sludge defense from the side, that is to the side fastening profile.
- This end piece 201 allows water to enter or exit, but not sludge or similar contaminants, so that the profile does not become dirty from the inside.
- FIG. 3 shows an embodiment of the floor fastening device 301 without seals.
- the lower profile element can engage with its toothed shape between a profile boundary 302 and a ridge 303 .
- Fig. 4 shows an embodiment of a sealing profile 401 , as it is preferably attached for positive sealing in the gap between the profile elements.
- FIG. 5 shows an embodiment of a sealing profile 501 for sealing a floor fastening device according to the present invention.
- FIG. 6 shows an embodiment of a single stackable profile element 601 with a horizontal S-shaped shape of the toothing on the top 602 and a horizontal S-shaped shape of the toothing on the bottom 603 according to the present invention.
- the teeth of superimposed elements are mutually offset and mutually mesh.
- FIG. 7 shows an embodiment of a mobile support made of elements in the form of a right-angled triangle.
- the support is formed from a thicker sloping, preferably seamless steel tube 701 and a thinner horizontal, preferably also seamless steel tube 702 , which support the protective wall 703.
- FIG. 8 shows an embodiment of a support device 802 embedded in the ground 801 and covered by means of a sheet or the like 803 .
- FIG. 9 shows an embodiment of an unsupported support device 902 embedded in the base 901 .
- FIG. 10 shows an embodiment of the present invention, in which a lower profile element 1005 and a base piece 1004 with seal 1003 are inserted into a support device 1002 embedded in the base 1001 .
- Fig.ll is a cross section of an embodiment of the side profile for fastening the profile elements forming the liquid protection wall can be seen.
- the L-profile 1101 has a strip 1105 on the side parallel to the liquid protection wall, which holds a sealing profile 1103 .
- This sealing profile 1103 ensures that no liquid can penetrate into the space behind the wall via the side fastening profile of the liquid protection wall.
- a smaller L-profile 1102 prevents the wall from tipping over in this direction.
- the profile elements 1104 run through the gap formed between you and the small L-profile 1102 and the large L-profile 1101 with liquid from the side as soon as it begins to rise on the wall. This also ensures good wall stability. If the liquid falls, the elements run empty again.
- FIG. 12 shows a view of the profile for fastening according to FIG. 11 in the direction of view parallel to the liquid protection wall from the inside.
- the smaller L-profile 1202 is fastened on the larger L-profile 1203 by means of screws or bolts located in elongated holes 1205 of the smaller profile 1202 . Because of this fastening method, the smaller profile 1202 can be moved back and forth in relation to the larger profile 1203 in the direction of care 1201 . Here it can be seen in the closed state, ie closer to the side surface of the larger profile 1203 parallel to the liquid protection wall.
- FIG. 13 shows a view of the profile for fastening according to FIG. 11 in the direction of view parallel to the liquid protection wall from the inside.
- the smaller L-profile 1302 is fastened to the larger L-profile 1303 by means of screws or bolts located in elongated holes 1305 of the smaller profile 1302 . Because of this type of fastening, the smaller profile 1302 can be moved back and forth in relation to the larger profile 1303 in the direction of care 1301. Here it can be seen in the open state, that is to say shifted further away from the side face of the larger profile 1203 parallel to the liquid protection wall.
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- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Specific Sealing Or Ventilating Devices For Doors And Windows (AREA)
- Special Wing (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
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Abstract
Description
Die Erfindung betrifft eine mobile demontierbare Flüssigkeitsschutzwand
nach dem Oberbegriff des Anspruchs 1.The invention relates to a mobile removable liquid protection wall
according to the preamble of
Bekannt sind Absperreinrichtungen nach der CH-A-70571, bestehend aus Absperrbalken, deren Abdichtung untereinander jedoch mittels Ton oder einer anderen aufwendig auf- bzw. anzubringenden Dichtungsmasse geschehen muß.Shut-off devices according to CH-A-70571 are known, consisting of barrier beams, but sealing them against each other by means of clay or another expensive to apply or to apply Sealant must happen.
Desweiteren ist eine demontierbare Absperreinrichtung für den Hochwasserschutz aus der DE-A-3 420 405 bekannt, deren Dichtungen jedoch reibschlüssig ausgelegt sind und somit bei höherem anstehenden Wasserdruck Probleme verursachen können. Desweiteren wird bei dieser vorbekannten Lösung die Last nur unzureichend zwischen den einzelnen Profilelementen bzw. Elementen der Absperreinrichtung, insbesondere zwischen dem unteren, nächst zum Boden befindlichen Element und dem Boden verteilt. Zur Abstützung der Absperreinrichtung in Fällen längerer Spannweite sieht dieses Patent die Anbringung von weiteren seitlichen Pfosten vor. Diese werden in Köchern in den Untergrund eingelassen, wobei diese Köcher im Vorhinein durch aufwendigerere Baumaßnahmen erst zu erstellen sind.Furthermore, a removable shut-off device for flood protection known from DE-A-3 420 405, their seals However, they are designed to be frictional and therefore higher for upcoming Water pressure can cause problems. Furthermore, at this known solution the load is insufficient between the individual Profile elements or elements of the shut-off device, in particular between the lower element closest to the floor and the Floor distributed. To support the shut-off device in longer cases This patent sees the application of additional lateral spans Post in front. These are embedded in quivers in the underground, whereby these quivers in advance through more complex construction measures are creating.
Aus DE-U-88 08 124 ist eine mobile Schutzwand bekannt mit rechteckigen Tafeln, die entlang ihrer Kanten durch einen Rahmen versteift sind. Im Untergrund sind Rinnen ausgebildet, in die die Schutzwände eingesetzt werden.From DE-U-88 08 124 a mobile protective wall is known with rectangular Sheets stiffened by a frame along their edges. in the Channels are formed underground, into which the protective walls are inserted become.
Der Erfindung liegt daher die Aufgabe zugrunde eine mobile, also überall leicht einsetztbare, demontierbare Schutzwand zur Abwehr von Flüssigkeiten zu schaffen, die den durch die anstehende Flüsssigkeit entstehenden Druck bei hoher Dichtigkeit möglichst gleichmäßig auf die gesamte Wand verteilt, ohne daß hierzu allzu aufwendige Baumaßnahmen im Vorfeld der Errichtung der Schutzwand erforderlich sind, gleichzeitig es aber möglich ist auch größere Weiten mit einer solchen Wand zu überspannen.The invention is therefore based on the object of a mobile, that is everywhere Easily insertable, removable protective wall to protect against liquids to create the resulting from the liquid present Pressure with high tightness as evenly as possible on the entire wall distributed without this too expensive construction measures in advance of the Construction of the protective wall is necessary, but at the same time it is possible it is also necessary to cover larger distances with such a wall.
Diese Aufgabe wird erfindungsgemäß gelöst durch eine Flüssigkeitsschutzwand
mit Merkmalen des Anspruchs 1.According to the invention, this object is achieved by a liquid protection wall
with features of
Vorzugsweise greifen diese Elemente jeweils an ihren beiden Längsenden in ein senkrecht zu den Profilelementen angeordnetes L-Profil zum Zwecke der Befestigung ein. Die einzelnen Profilelemente liegen dabei mit ihrer der Flüssigkeit abgewandten Seite am zu ihnen parallell verlaufenden Flansch des L-Profils an. Dort ist zum Zwecke der Abdichtung ein Gummiprofil vorgesehen. Um ein Wegkippen der Profilelemente zur der Flüssigkeit zugewandten Seite hin zu verhindern, existiert ein weiteres L-Profil kleinerer Bauart welches mittels schräg verlaufender Langlöcher mit einer Seite an der Seite des L-Profils, welche quer zur Flüssigkeitsschutzwand liegt, angebracht ist. Hierdurch ist es möglich, die Profilelemente in leicht handhabbarer Weise in den Spalt welcher durch die Seite des großen L-Profils, welche längs zur Flüssigkeitsschutzwand liegt, und einer Seite des kleinen L-Profils gebildet wird, einzufügen. Das Einfügen geschieht dadurch, daß das kleinere L-Profil in den Langlöchern nach schräg oben bewegt wird, die Profilelemente eingefügt werden und nach dem Einfügen das kleinere L-Profil wieder mit Hilfe der Langlöcher zu den Profilelementen hin bewegt wird. Hierdurch entsteht ein U-Profil, in dem sich die Profilelemente dann verankert finden, bestehend aus einem längeren Schenkel, welcher der Flüssigkeit abgewandt ist, einer Basis am Rande der Profilelemente und einem kürzeren Schenkel, welcher der Flüssigkeit zugewandt ist. Die Profilelemente laufen über den zwischen Ihnen und dem kleinen L-Profil sowie dem großen L-Profil gebildeten Spalt von der Seite her mit Flüssigkeit voll, sobald diese an der Wand zu steigen beginnt. Dies sichert ebenfalls eine gute Stabilität der Wand. Bei fallender Flüssigkeit, laufen die Elemente entsprechend wieder leer.These elements preferably engage at their two longitudinal ends an L-profile arranged perpendicular to the profile elements for the purpose the attachment. The individual profile elements lie with your the side facing away from the liquid on the side running parallel to them Flange of the L-profile. There is a rubber profile for the purpose of sealing intended. To tilt the profile elements to the liquid to prevent the facing side, there is another smaller L-profile Design which with oblique oblong holes with one side on the side of the L-profile, which is transverse to the liquid protection wall lies, is attached. This makes it possible to easily put the profile elements in manageable way into the gap which by the side of the large L-profile, which lies along the liquid protection wall, and one side of the small L-profile is formed. The insertion is done by that the smaller L-profile in the oblong holes obliquely upwards is moved, the profile elements are inserted and after insertion the smaller L-profile again with the help of the elongated holes to the profile elements is moved there. This creates a U-profile in which the profile elements then find anchored, consisting of a longer leg, which faces away from the liquid, a base on the edge of the profile elements and a shorter leg, which faces the liquid is. The profile elements run over the between you and the small L-profile as well as the large L-shaped gap from the side Liquid full as soon as it starts to rise on the wall. This ensures also good wall stability. If the liquid falls, run the elements are empty again accordingly.
In einer Ausführungsform nach der vorliegenden Erfindung sind die einzelnen Profilelemente nach der Seite, also zum seitlichen Befestigungsprofil mit z.B. Filz, Gaze, einem Netz oder einem Abschlußblech derart verschlossen, daß zwar Wasser ein- und ausdringen kann, nicht jedoch Schlamm, Schmutz oder ähnliche Verunreinigungen.In one embodiment according to the present invention, the individual Profile elements to the side, i.e. to the side fastening profile with e.g. Felt, gauze, a net or an end plate closed in such a way that water can get in and out, but not Mud, dirt or similar contaminants.
Solange die Profile noch nicht vollgelaufen sind, werden sie in einer Ausführungsform der vorliegenden Erfindung mit Hilfe einer aus der DE-A-3 420 405 bekannten Gewindestange, welche im Boden befestigt wird und einer, oben auf der Gewindestange befindlichen Überwurfmutter, die die Oberkannte der Flüssigkeitsschutzwand greift, zum Boden hin gedrückt bzw. gehalten.In one embodiment, as long as the profiles are not yet full the present invention with the aid of a threaded rod known from DE-A-3 420 405, which is attached to the floor and one located on top of the threaded rod Union nut, which is the top edge of the liquid protection wall grabs, pressed or held to the ground.
Alternativ kann das Profil zur seitlichen Befestigung der die Flüssigkeitsschutzwand bildenden Profilelemente auch anders, z.B. in Form eines festen, einstückigen U-Profils ausgeführt werden.Alternatively, the profile can be used for lateral attachment of the liquid protection wall forming profile elements also different, e.g. in the form of a solid, one-piece U-profile.
Die Profilelemente sind übereinander angeordnet und durch horizontal liegend ausgebildete S-förmige Ausformungen an ihrer Ober- und Unterseite ineinander greifend verzahnt. So geben sie jeweils einen Teil, nämlich ca. 50 %, der durch den Druck der anstehenden Flüssigkeit verursachten Last, die auf sie einwirken kann, an ihre jeweiligen Nachbarprofilelemente weiter.The profile elements are arranged one above the other and lying horizontally trained S-shaped shapes on their top and bottom interlocking. So they give one part each, namely approx. 50% of the load caused by the pressure of the liquid present, that can act on them to their respective neighboring profile elements.
Eine Ausführungsform der vorliegenden Erfindung sieht ein Abschlußstück zur Oberkante der Flüssigkeitsschutzwand ohne Verzahnungsausformung vor.One embodiment of the present invention provides an end piece to the top edge of the liquid protection wall without gearing in front.
Bei einer weiteren Ausführungsform der Erfindung greift das untere, also nächst zum Boden liegende Profilelement in ein Bodenstück verzahnt ein und gibt so auch einen Teil der auf dieses Profilelement einwirkenden Last über das Bodenstück auf den Untergrund ab. Das Bodenstück ist mit einer Dichtung versehen, die an den Kanten des Bodenstücks jeweils ein Stück überlappt und unterhalb des Bodenstücks die gesamte Breite des Bodenstücks einnimmt. Das Bodenstück mit Dichtung wird in eine im Untergrund befestigte Auflagevorrichtung, z.B. einen Doppel-T-Träger, eingesetzt und schließt hier formschlüssig dicht ab. Hierdurch nimmt ihre Dichtungseigenschaft mit steigendem Druck immer mehr zu. Die Auflagevorrichtung ist in einem unterhalb des Erdbodens befindlichen Kanal vergossen.In a further embodiment of the invention, the lower one, ie Profile element lying closest to the floor is toothed in a base piece and thus also gives a part of those acting on this profile element Load from the bottom piece onto the ground. The bottom piece is with provided with a seal, each on the edges of the bottom piece Piece overlaps and below the bottom piece the entire width of the Occupies the bottom piece. The bottom piece with seal is in an underground fixed support device, e.g. a double T-beam used and closes tightly here. This takes their sealing property with increasing pressure more and more. The support device is cast in a channel located below the ground.
Für den Fall, daß die Flüssigkeitsschutzwand nicht benötigt wird, sieht eine Ausführungsform der vorliegenden Erfindung vor, daß die im Untergrund eingelassene Auflagevorrichtung z.B. ein Doppel-T-Träger oder ähnliches vermittels einer Platte oder eines Blechs oder ähnlichem abgedeckt werden kann.In case the liquid bulkhead is not needed, see an embodiment of the present invention that the underground embedded support device e.g. a double-T beam or the like covered by means of a plate or sheet or the like can be.
In einer Ausführungsform liegt dieses Abdeckblech oder ähnliches dabei auf den Oberkanten der Auflagevorrichtung, z.B. Doppel-T-Träger oder ähnlichem, auf.In one embodiment, this cover plate or the like is included on the upper edges of the support device, e.g. Double T-beam or similar, on.
Vorzugsweise sind in den horizontal liegenden S-förmigen Ausformungen an der jeweiligen Ober- bzw. Unterseite der Profilelemente formschlüssige Dichtungen angebracht, die bei auf sie einwirkendem Flüssigkeitsdruck in den, sich durch die horizontal liegende S-förmige Ausformung der Verzahnung ergebenden Spaltwinkel zwischen zwei benachbarten Profilen gepreßt werden und so ihre Dichtungseigenschaft mit steigendem Druck immer weiter verbessern.Preferably in the horizontally lying S-shaped formations the respective top and bottom of the profile elements positive Seals attached, the in when liquid pressure acts on them the, due to the horizontal S-shaped shape of the teeth resulting gap angle pressed between two adjacent profiles and so their sealing properties continue to increase with increasing pressure improve.
In einer weiteren Ausführungsform der vorliegenden Erfindung wird die Flüssigkeitsschutzwand zur Aufrechterhaltung der Stabilität in bestimmten, vom zu erwartenden Flüssigkeitsdruck abhängigen Abständen, mittels mobiler Stützen auf der, der anstehenden Flüssigkeit abgewandten Seite abgestützt, so daß die auf die Flüssigkeitschutzwand einwirkenden Kräfte auf den Untergrund abgeleitet werden.In a further embodiment of the present invention, the Liquid protection wall to maintain stability in certain, distances dependent on the expected fluid pressure, using mobile Supports on the side facing away from the liquid present, so that the forces acting on the liquid protection wall the underground are derived.
Vorzugsweise werden diese mobilen Stützen aus Elementen in Form von z.B rechtwinkligen Dreiecken ausgeführt. Der Abstand, in welchem ein Anbringen dieser mobilen Stützen dann erforderlich ist, variiert zwischen 4,10 m bei einer anstehenden Flüssigkeit von 0,40 m Höhe an der Wand und 2,43 m bei einer Flüssigkeitshöhe von 2,00 m. Es ist dabei stets sichergestellt, daß die Wand an keiner Stelle die nach DIN 4113 maximal zulässige Durchbiegung von 1/300-stel überschreitet.These mobile supports are preferably made of elements in the form of e.g. right triangles. The distance at which an attachment then this mobile prop is required varies between 4.10 m with an existing liquid of 0.40 m height on the wall and 2.43 m at a liquid height of 2.00 m. It is always ensured that the wall at no point has the maximum permissible deflection according to DIN 4113 of 1 / 300th.
Ein Vorteil der Flüssigkeitsschutzwand nach der vorliegenden Erfindung liegt in der leichten Montier- und Demontierbarkeit der Einrichtung, ohne daß hierzu aufwendige Baumaßnahmen im Vorfeld der Errichtung der Wand erforderlich wären. Aufgrund der gewählten formschlüssigen Dichtungen, die sich in den Spaltwinkel der horizontalen S-Verzahnung pressen, wird eine hohe Dichtigkeit der gesamten Wand erreicht, ohne daß die Dichtungen einer zu hohen Belastung ausgesetzt wären. Durch die horizontal ausgebildete S-förmigen Verzahnung der Profilelemente wird eine gleichmäßige Lastverteilung über die gesamte Wand erreicht. Mittels eines in eine Auflagevorrichtung, z.B. Doppel-T-Träger, eingesetzten Bodenstücks kann darüberhinaus in einer Ausführungsform der vorliegenden Erfindung eine unmittelbare Teillastabgabe an den Untergrund erreicht werden. Längere Spannweiten zwischen den einzelnen U-profilförmig ausgestalteten senkrechten Befestigungen können durch die mobilen Stützen erreicht werden.An advantage of the liquid protection wall according to the present invention lies in the ease of assembly and disassembly of the device without that this involved complex construction measures in advance of the erection of the wall would be required. Due to the chosen positive seals, which will press into the gap angle of the horizontal S-toothing a high tightness of the entire wall is achieved without the seals would be exposed to excessive stress. Through the horizontally trained S-shaped toothing of the profile elements becomes even Load distribution across the entire wall achieved. By means of a support device, e.g. Double-T beams, the bottom piece can also be used in an embodiment of the present invention an immediate one Partial load delivery to the underground can be achieved. Longer Spans between the individual vertical U-shaped profiles Fastenings can be achieved using the mobile supports.
Im folgenden werden Ausführungsbeispiele besprochen und anhand der beigefügten
Zeichnung erläutert. In dieser zeigen:
In Fig. 1 ist eine Ausführungsform der vorliegenden Erfindung mit der Verzahnung
101 des unteren Profilelementes 102 zu Bodenstück 103 bei gleichzeitiger
S-förmiger Verzahnung 104 zum darüberliegenden Profilelement 105
zu sehen. Die Dichtungsprofile 106 und 107 greifen hier in die, sich durch
die horizontal liegende S-förmige Ausformung der Verzahnung 104 ergebenden
Spaltwinkel 108 und 109 zwischen den beiden benachbarten Profilelementen
102 und 105 ein. Zum Boden hin, befindet sich ebenfalls ein Dichtungsprofil
110, mit dem das Bodenstück nach unten hin dicht abschließt.1 shows an embodiment of the present invention with the
In Fig. 2 ist eine Ausführungsform des Abschlußstücks 201 eines Profilelements
zur Schlammabwehr von der Seite, also zum seitlichen Befestigungsprofil
hin. Dieses Abschlußstück 201 läßt zwar das Ein- bzw. Ausdringen
von Wasser, nicht jedoch von Schlamm oder ähnlichen verunreinigenden
Stoffen zu, wodurch das Profil von innen her nicht verschmutzt.In Fig. 2 is an embodiment of the
Die Fig. 3 zeigt eine Ausführungsform der Bodenbefestigungseinrichtung 301
ohne Dichtungen. Das untere Profilelement kann dabei mit seiner Verzahnungsausformung
zwischen einer Profilbegrenzung 302 und einem Grat 303
eingreifen.3 shows an embodiment of the
Die Fig. 4 zeigt eine Ausführungsform eines Dichtungsprofils 401, wie es
vorzugsweise zur formschlüssigen Abdichtung im Spalt zwischen den Profilelementen
angebracht wird.Fig. 4 shows an embodiment of a
In Fig. 5 ist eine Ausführungsform eines Dichtungsprofils 501 zur Abdichtung
einer Bodenbefestigungseinrichtung nach der vorliegenden Erfindung
zu sehen.5 shows an embodiment of a
Fig. 6 zeigt eine Ausführungsform eines einzelnen übereinanderstapelbaren
Profilelementes 601 mit horizontaler S-förmiger Ausformung der Verzahnung
an Oberseite 602 und horizontaler S-förmiger Ausformung der Verzahnung
an der Unterseite 603 nach der vorliegenden Erfindung. Die Verzahnungen
übereinanderliegender Elemente sind gegeneinander versetzt und greifen
wechselseitig ineinander ein.6 shows an embodiment of a single
In Fig. 7 ist eine Ausführungsform einer mobilen Stütze aus Elementen in
Form eines rechtwinkligen Dreiecks zu sehen. Hierbei wird die Stütze aus
einem dickeren schräg abfallenden, vorzugsweise nahtlosem Stahlrohr 701
und einem dünneren horizontalen, vorzugsweise ebenfalls nahtlosem Stahlrohr
702 gebildet, welche die Schutzwand 703 abstützen.7 shows an embodiment of a mobile support made of elements in the form of a right-angled triangle. Here, the support is formed from a thicker sloping, preferably
In Fig. 8 ist eine Ausführungsform einer in den Untergrund 801 eingelassenen,
mittels eines Blechs oder Ähnlichem 803 abgedeckten Auflagevorrichtung
802
zu sehen.FIG. 8 shows an embodiment of a
Fig. 9 zeigt eine Ausführungsform einer in den Untergrund 901 eingelassenen
nicht abgedeckten Auflagevorrichtung 902. FIG. 9 shows an embodiment of an
Fig. 10 zeigt eine Ausführungsform der vorliegenden Erfindung, in der ein
unteres Profilelement 1005 und ein Bodenstück 1004 mit Dichtung 1003 in
eine im Untergrund 1001 eingelassene Auflagevorrichtung 1002 eingesetzt
sind. FIG. 10 shows an embodiment of the present invention, in which a
In Fig.ll ist ein Querschnitt einer Ausführungsform des seitlichen Profils
zur Befestigung der die Flüssigkeitsschutzwand bildenden Profilelemente zu
sehen. Das L-Profil 1101 weist dabei an der parallel zur Flüssigkeitsschutzwand
liegenden Seite eine Leiste 1105 auf, die ein Dichtungsprofil 1103 hält. Dieses Dichtungsprofil 1103 stellt sicher, daß über das seitliche
Befestigungsprofil der Flüssigkeitsschutzwand keine Flüssigkeit in den
Raum hinter der Wand eindringen kann. Zur Flüssigkeitsseite hin verhindert
ein kleineres L-Profil 1102, daß die Wand in diese Richtung hin wegkippen
kann. Die Profilelemente 1104 laufen über den zwischen Ihnen und
dem kleinen L-Profil 1102 sowie dem großen L-Profil 1101 gebildeten Spalt
von der Seite her mit Flüssigkeit voll, sobald diese an der Wand zu steigen
beginnt. Dies sichert ebenfalls eine gute Stabilität der Wand. Bei fallender
Flüssigkeit, laufen die Elemente entsprechend wieder leer.In Fig.ll is a cross section of an embodiment of the side profile for fastening the profile elements forming the liquid protection wall can be seen. The L-
In Fig. 12 ist eine Ansicht des Profils zur Befestigung gemäß Fig. 11 in
Blickrichtung parallell zur Flüssigkeitsschutzwand von der Innenseite her
zu sehen. Auf dem größeren L-Profil 1203 ist das kleinere L-Profil 1202
mittels in Langlöchern 1205 des kleineren Profils 1202 befindlichen Schrauben
oder Bolzen befestigt. Aufgrund dieser Befestigungsweise kann das
kleinere Profil 1202 im Verhältnis zum gößeren Profil 1203 in Pfleirichtung
1201 hin und her bewegt werden. Hier ist es im geschlossenen Zustand,
also näher zu der zur Flüssigkeitsschutzwand parallellen Seitenfläche des
größeren Profils 1203 hin verschoben zu sehen.FIG. 12 shows a view of the profile for fastening according to FIG. 11 in the direction of view parallel to the liquid protection wall from the inside. The smaller L-
In Fig. 13 ist eine Ansicht des Profils zur Befestigung gemäß Fig. 11 in
Blickrichtung parallell zur Flüssigkeitsschutzwand von der Innenseite her
zu sehen. Auf dem größeren L-Profil 1303 ist das kleinere L-Profil 1302
mittels in Langlöchern 1305 des kleineren Profils 1302 befindlichen Schrauben
oder Bolzen befestigt. Aufgrund dieser Befestigungsweise kann das
kleinere Profil 1302 im Verhältnis zum gößeren Profil 1303 in Pfleirichtung
1301 hin und her bewegt werden. Hier ist es im geöffneten Zustand, also
weiter von der zur Flüssigkeitsschutzwand parallellen Seitenfläche des
größeren Profils 1203 weg verschoben zu sehen.FIG. 13 shows a view of the profile for fastening according to FIG. 11 in the direction of view parallel to the liquid protection wall from the inside. The smaller L-
Claims (8)
- A mobile demountable liquid protective wall constructed of individual profile elements (601), which can be stacked on top of each other, and which each engage for the purpose of fixing at both their ends into a U-profile, arranged in a vertical way to the profile elements, and the individual profile elements engage (104) into each and that way transfer a part of the load, which is caused by the pressure of the existing liquid, which can have an effect on them, to their respective neighbor elements, characterized by the fact that a ground piece (103, 301, 1004) is provided, that the lower most profile element (102), which is placed close to the ground, engages (101) into said lowermost ground piece (103, 301, 1004) in an indented way and thereby transfers a part of the load, which has an effect on said lowermost profile element, via the ground piece into the subsoil.
- The device according to claim 1, characterized by the fact that the profile elements engage into each other in an indented way (104) at their upper side (602) and their lower side (603) via S-shape dents, which are formed placed in a horizontal way, whereby in the horizontally positioned S-shaped indents at the respective upper side viz. lower side of the profile elements formfitting sealings (106, 107) are placed, and that those sealings are pressed between two neighboring profiles with the liquid pressure having an effect on them via the gap angle (108, 109), which is created by the S-shape dent of the indent, which is placed in a horizontal way, and thereby further improve their sealing characteristic with rising pressure.
- The device according to claim 1, characterized by the fact that a bearing device (802, 902, 1002) is provided, which is fixed in the subsoil and into which the ground piece can be inserted.
- The device according to claim 3 characterized by the fact that the bearing device is set into the subsoil and that a plate (803) for covering the bearing device is provided.
- The device according to claim 3 characterized by the fact that the ground piece (1004) is provided with a sealing (1003), which overlaps at least one of the edges of the ground piece and which takes up at least one part below the ground piece (1004) preferably the entire width of the ground piece (1004), whereby the sealing (1003) finishes in a form close manner with the bearing device (1002), which is inserted into the ground and that way preferably increases its sealing characteristic with rising pressure.
- The device according to claim 2, characterized by the fact that the engagement of the ground piece (103) and the lowermost profile element (102) is in an intended way (104) with horizontally arranged S-shape indents at the upper side (602) and at the lower side (603) thereof, whereby in the horizontally arranged S-shape indents at the respective upper side viz. lower side of the profile elements formfitting sealings (106, 107) are placed, and that those sealings are pressed between two neighboring profiles with the liquid pressure having an effect on them via the gap angle (108), (109), which is created by the S-shape dent of the indent, which is placed in a horizontal way, and thereby further improve their sealing characteristic with rising pressure.
- The device according to claim 1, characterized by the fact that mobile supports (701, 702) are attached on the side opposite to the existing liquid for keeping up the stability of the liquid protective wall in certain intervals, dependent on the expected pressure of the liquid, in such a way that the forces, which have an effect on the liquid protective wall, are transferred into the subsoil.
- The device according to claim 2, characterized by the fact that the mobile supports consist of elements (701, 702) in the shape of rectangular triangles.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19519082A DE19519082A1 (en) | 1995-05-16 | 1995-05-16 | Mobile removable liquid protection wall made of horizontally S-shaped toothed stackable profile elements |
DE19519082 | 1995-05-16 | ||
PCT/DE1996/000732 WO1996036773A1 (en) | 1995-05-16 | 1996-04-26 | Mobile collapsible flood barrier of horizontally s-toothed stackable sections |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0826092A1 EP0826092A1 (en) | 1998-03-04 |
EP0826092B1 true EP0826092B1 (en) | 1999-12-15 |
Family
ID=7762775
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP96913437A Expired - Lifetime EP0826092B1 (en) | 1995-05-16 | 1996-04-26 | Mobile collapsible flood barrier of horizontally s-toothed stackable sections |
Country Status (6)
Country | Link |
---|---|
US (1) | US5984576A (en) |
EP (1) | EP0826092B1 (en) |
AT (1) | ATE187787T1 (en) |
CA (1) | CA2219086C (en) |
DE (2) | DE19519082A1 (en) |
WO (1) | WO1996036773A1 (en) |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19756869A1 (en) * | 1997-12-19 | 1999-06-24 | Ibs Industriebarrieren Produkt | Insulating device with dam beam support and locking device |
DE19804662C2 (en) * | 1998-02-06 | 2000-06-15 | Dieter Hilbig | Device for securing dikes |
US6715960B2 (en) | 2001-08-14 | 2004-04-06 | Donald H. Metz | Collapsible and re-usable flood barrier |
FR2860250B1 (en) * | 2003-09-29 | 2006-03-17 | Cie Du Sol | DEVICE FOR PRODUCING ANTI-CRANE SEALED BARRIER |
EP1690986A3 (en) * | 2004-12-07 | 2007-08-15 | Udo Brabender | Mobile barrier for high water protection |
US8382398B2 (en) * | 2006-01-04 | 2013-02-26 | Deborah A. Stauffacher | Riparian flood wall structure |
US7214005B1 (en) | 2006-06-12 | 2007-05-08 | Davis George T | Sectionalized flood control barrier |
DE202008011835U1 (en) | 2007-10-17 | 2009-02-26 | Kusch, Claudia | Support for liquid protection wall |
US20110123271A1 (en) * | 2009-11-24 | 2011-05-26 | Walthall Bobby K | Sealing system for a water flow control gate |
US9885162B1 (en) * | 2016-09-16 | 2018-02-06 | Heinz Munz | Double-wall flood barrier |
CN107100133B (en) * | 2017-07-06 | 2022-08-23 | 北京北排装备产业有限公司 | Clamping mechanism for quickly assembling flood prevention retaining wall and using method thereof |
Family Cites Families (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US869566A (en) * | 1906-05-29 | 1907-10-29 | Frederic W Hawkes | Riprap. |
US1002161A (en) * | 1910-10-07 | 1911-08-29 | George W Lambert | Sea-wall construction. |
US1860589A (en) * | 1928-11-14 | 1932-05-31 | Fred A Noetzli | Dam construction |
US1806255A (en) * | 1929-04-17 | 1931-05-19 | Groner Christian Fredrik | Arch dam |
NL36351C (en) * | 1934-11-24 | 1935-09-16 | ||
US2566748A (en) * | 1946-05-22 | 1951-09-04 | Ringrose Robert Hall | Restraining wall decking |
US2774121A (en) * | 1951-02-24 | 1956-12-18 | Otis Elevator Co | Joint for structural sections |
US2937065A (en) * | 1956-01-09 | 1960-05-17 | Zelma D Harza | Water stop |
US3213628A (en) * | 1960-08-11 | 1965-10-26 | Herman M Serota | Water filled plastic dam structure |
US3529393A (en) * | 1968-09-30 | 1970-09-22 | Comstruct Inc | Wall-to-floor connector beam |
US3886751A (en) * | 1973-11-12 | 1975-06-03 | Jimenez Labora Mauricio Porraz | Aquatic construction module and method of forming thereof |
US4659292A (en) * | 1976-12-20 | 1987-04-21 | Dennis J. Lawman | Hydraulic power booster apparatus |
US4363433A (en) * | 1978-03-31 | 1982-12-14 | Dean Jaques | Painter's holster |
US4362432A (en) * | 1980-03-03 | 1982-12-07 | Conover Maria T | Fluid wave energy dissipating and absorbing structure |
DE3420405C2 (en) * | 1984-06-01 | 1986-06-19 | Ernst 6780 Pirmasens Kossbiel | Removable shut-off device for flood protection or the like. |
US4650368A (en) * | 1985-05-10 | 1987-03-17 | American Threshold Industries, Inc. | Flood water containment bag |
SU1527369A1 (en) * | 1987-09-24 | 1989-12-07 | Дагестанский Политехнический Институт | Prefabricated dam |
DE8808124U1 (en) * | 1988-06-24 | 1988-10-20 | Lohmar, Hans Josef, 5000 Köln | Protective wall, especially for protection against flooding |
US4869617A (en) * | 1988-09-09 | 1989-09-26 | Chiodo Alfred A | Portable highway barrier |
US5091247A (en) * | 1988-12-05 | 1992-02-25 | Nicolon Corporation | Woven geotextile grid |
DE8902684U1 (en) * | 1989-03-06 | 1989-04-13 | Schweizerische Aluminium Ag, Chippis | Dam beam |
US5118217A (en) * | 1991-03-28 | 1992-06-02 | Younes Joseph F | Moveable flood barrier |
-
1995
- 1995-05-16 DE DE19519082A patent/DE19519082A1/en not_active Withdrawn
-
1996
- 1996-04-26 AT AT96913437T patent/ATE187787T1/en active IP Right Revival
- 1996-04-26 US US08/952,435 patent/US5984576A/en not_active Expired - Lifetime
- 1996-04-26 CA CA002219086A patent/CA2219086C/en not_active Expired - Fee Related
- 1996-04-26 EP EP96913437A patent/EP0826092B1/en not_active Expired - Lifetime
- 1996-04-26 DE DE59603927T patent/DE59603927D1/en not_active Expired - Lifetime
- 1996-04-26 WO PCT/DE1996/000732 patent/WO1996036773A1/en active IP Right Grant
Also Published As
Publication number | Publication date |
---|---|
DE59603927D1 (en) | 2000-01-20 |
WO1996036773A1 (en) | 1996-11-21 |
ATE187787T1 (en) | 2000-01-15 |
CA2219086A1 (en) | 1996-11-21 |
EP0826092A1 (en) | 1998-03-04 |
CA2219086C (en) | 2005-01-18 |
DE19519082A1 (en) | 1996-11-21 |
US5984576A (en) | 1999-11-16 |
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