EP2060680A1 - Support pour un mur de protection contre l'inondation - Google Patents

Support pour un mur de protection contre l'inondation Download PDF

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Publication number
EP2060680A1
EP2060680A1 EP08166808A EP08166808A EP2060680A1 EP 2060680 A1 EP2060680 A1 EP 2060680A1 EP 08166808 A EP08166808 A EP 08166808A EP 08166808 A EP08166808 A EP 08166808A EP 2060680 A1 EP2060680 A1 EP 2060680A1
Authority
EP
European Patent Office
Prior art keywords
central part
protection wall
liquid
liquid protection
reinforcing member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP08166808A
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German (de)
English (en)
Inventor
Claudia Kusch
Michael Zetzsch
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zetzsch Michael
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP2060680A1 publication Critical patent/EP2060680A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/106—Temporary dykes

Definitions

  • the present invention is a support for a mobile removable liquid protection wall and a mobile removable liquid protection wall based on a support according to the invention.
  • Mobile removable fluid protection walls are known from the prior art in many ways. So revealed the DE 195 19 082 A1 a mobile demountable liquid protection wall based on horizontally stackable profile elements. These grip sealingly into each other and are inserted with their ends each in U-profiles forming supports.
  • the profile elements are preferably made of extruded aluminum and are designed as hollow profiles. By only a water-side sealing between the profile elements and the abutment legs of the U-profiles forming pillars are provided, the profile elements with the pending on the flood side liquid, such as water, fill, resulting in an additional stabilization of the liquid protection wall.
  • supports steel beams are proposed, to which a further profile is slidably displaced to form a U-profile with variable opening width.
  • U1 is also a transportable liquid protection wall known, which consists of horizontally stackable profile elements.
  • supports act here extruded hollow sections that form U-profiles immutable opening width for receiving the ends of the profile elements.
  • the supports of the liquid protection wall disclosed here can be connected in series or connected via suitable connectors via suitable connectors, for example to allow the construction of a double-walled liquid protection wall or to be able to form corners in liquid protection walls.
  • the supports have due to their design as a hollow profile on a significantly reduced weight, so that they can be handled at not too high height of the liquid protection wall without the aid of machinery.
  • Object of the present invention is therefore to provide a support for a mobile liquid protection wall of the generic type, which can be adjusted individually with minimal weight to the loads occurring in the respective application or construction. Furthermore, a mobile liquid protection wall should be specified with appropriately designed supports.
  • a support according to the invention is provided for a mobile removable liquid protection wall. It forms at least one, but usually two U-shaped bar recordings, which are intended to receive the ends of a plurality of stackable dam bars in the structural state of the liquid protection wall, as for example in the from DE 299 16 656 U1 previously known supports is the case.
  • the support now comprises at least one central part and a separately formed reinforcement part, wherein the longitudinal axes of the central part and the reinforcement part are oriented parallel to one another in the structural state of the liquid protection wall. As a rule, they will be oriented vertically in the structural state.
  • the central part forms the at least one U-shaped beam receptacle.
  • the central part and the reinforcing member are formed as extruded hollow profiles, preferably made of a lightweight metallic material such as aluminum, an aluminum alloy or a magnesium alloy.
  • a plastic used for the formation of the support according to the invention is sought.
  • the reinforcing member and the central part are formed so that the reinforcing member positively engages the central part.
  • a load transfer from the possibly liquid-loaded dam beams on the central part, in the U-shaped beam recording the dam bars are mounted, and allows the central part of the reinforcing member.
  • both the central part and the at least partially complementary reinforcement part is chosen so that in an arrangement of the reinforcing member on the central part as large a contact surface between the reinforcing member and central part is formed, take place on the invention to be realized load transfer from the central part to the reinforcing member can.
  • the central part has a greater length than the reinforcing part.
  • the central part is due to its static properties suitable for supporting a mobile removable liquid protection wall with a certain maximum height. If this maximum height is exceeded, it is not necessary to resort to a central part with reinforced dimensions, but the increase in the overall height of the liquid protection wall occurring overloading of the central part can be collected in which the central part is reinforced in the ground-near area by placing a reinforcing member on the central part statically , Of course, central part and reinforcing part can also have the same length.
  • the length of the reinforcing member since the reinforcing member is usually provided to intercept the peak load occurring in the central part near the bottom, the length of the reinforcing member will be in many applications, only a fraction of the length of the central part. In many cases, a length of the reinforcing part will be sufficient, which corresponds to 25% of the length of the central part. If contrary safety reserves are to be realized, a length of the reinforcing part of 50% of the length of the central part and above can also be advantageous. Basically, the length of the reinforcing member is not limited either up or down as long as an effective load transfer from the central part to the reinforcing member is possible.
  • the central part and the reinforcing member are indeed formed as separate components, but are at least mechanically mechanically connected to each other at least in the construction of the liquid protection wall.
  • the central part and the reinforcing member can be detachably connected to each other, for example by means of screwing.
  • a non-detachable connection between the central part and the reinforcing member may be provided, for example, by welding or gluing both components together.
  • an education of central part and reinforcement part as extruded plastic profiles offers special advantages, since suitable plastics are available for extrusion, which can be excellent thermal (insoluble) welded or (insoluble) can be glued to a component of the same plastic.
  • the central part and the reinforcement part have the same profile cross-section.
  • the profile cross-sections must be designed so that they are partially complementary, so that the reinforcing member can engage positively on the central part, for example by the reinforcing member is rotated by 90 ° relative to the identically profiled central part.
  • the reinforcing part forms a coupling projection extending along its longitudinal axis, which is designed to be complementary to the U-shaped beam receptacle of the central part.
  • both central parts and reinforcing parts can be made from one and the same extruded profile.
  • the profile of both the central part and the reinforcing member is designed so that it is complementary to each other in regions, ie it forms a coupling projection, which can engage positively in another area of the profile, for example in the U-shaped beam receptacle ,
  • the different areas, so for example, the aforementioned coupling projection and the aforementioned U-shaped beam receptacle may be formed for example in different side surfaces of the profile, which may be disposed adjacent to each other at an angle of 90 °.
  • the central part forms a coupling projection extending along its longitudinal axis.
  • the reinforcing part forms a coupling recess extending along its longitudinal axis, the dimensions of which are designed to be complementary to the coupling projection of the central part.
  • central part and reinforcing part can again have the same profile cross-section, but they do not have to.
  • a particular simplification results when the dimensions of the coupling recess on the reinforcing member correspond exactly to the dimensions of the U-shaped beam receptacle of the central part.
  • the U-shaped beam receptacle in the central part takes over the task of the present invention to be provided coupling projection.
  • a mobile removable protective wall according to the invention comprises at least two of the supports according to the invention discussed above. Furthermore, it comprises a plurality of stackable dam beams, which engage in the structural state of the liquid protection wall with their ends in the U-shaped beam receptacles of the supports.
  • the supports have the features discussed above.
  • the inventive mobile removable liquid protection wall has the particular advantage that with a very small number of profile elements, namely on the one hand uniformly profiled profile elements for the formation of the dam beams and on the other hand uniformly designed profile elements for the formation of the central part and reinforcement part of the supports, a liquid protection wall are formed can.
  • inventive liquid protection wall further comprises at least one fastening bolt, but usually a plurality of fastening bolts, by means of which either one or more central parts or a plurality of stacked dam beams can be mechanically connected to the ground of the liquid protection wall.
  • the central part of the support form a in the direction of the longitudinal axis through the entire central part extending through the bolt chamber.
  • the fastening bolt can then be guided so that it can reach into an anchoring possibility provided in the underground of the liquid protective wall according to the invention.
  • This can be, for example, an anchored in the ground threaded eye or anchored in the ground anchor plate, which is equipped with a corresponding thread.
  • the dam beams may also form a bolt chamber which, however, extends through the entire width or depth of the dam beams transversely to its longitudinal axis. If the dam beams are then stacked in the horizontal direction, a bolt chamber extending through the entirety of the dam beams is formed, through which the fastening bolt can pass, in order to be able to securely connect the dam beams to the substrate of the liquid protection wall.
  • At least one bolt chamber is formed in each of the at least one, but preferably a plurality of reinforcing parts.
  • the bolt chambers are formed in the shorter reinforcement part, the use of a total of shorter fastening bolts is possible, which allows a cost savings and also beyond strength enhancement effect.
  • This embodiment has particular advantages when two symmetrically arranged on the central part reinforcing members are provided, the length of which is significantly less than the length of the central part.
  • the central part and the reinforcement part of the support of the liquid protection wall according to the invention can have identical profile cross sections.
  • the reinforcing member is formed as a wall connection element for the liquid protective wall according to the invention.
  • the reinforcement part preferably has only one coupling recess and forms at least one planar wall connection surface.
  • This plane wall connection surface is preferably the coupling recess arranged opposite.
  • a planar wall interface is also formed in an adjoining surface disposed at 90 ° or at some other angle to the surface in which the coupling recess is disposed.
  • FIG. 1 shows a perspective view of a liquid protection wall according to the invention consisting of two supports 5 according to the invention and a plurality of horizontally stacked dam beams 30, which are configured as hollow profile elements.
  • the basic structure of the illustrated liquid protection wall basically corresponds to that of the DE 299 16 656 U1 Prior art liquid protective wall, the disclosure of which is fully incorporated by this reference to the present application.
  • the dam beams 30 of in FIG. 1 shown liquid protection wall 1 preferably correspond to those from the DE 195 190 82 A1 are previously known.
  • a mobile liquid protection wall according to the invention will usually have a plurality of supports 5, between each of which a plurality of horizontally stacked dam beams 30 in the FIG. 1 apparent way stacked.
  • the supports 5 of the FIG. 1 apparent liquid protection wall 1 are formed in two parts according to the present invention.
  • a central part 10 is provided which forms U-shaped beam receptacles 12 on two opposite sides.
  • this beam receivers 12 engage the dam bars 30 each with their ends, as from FIG. 1 is apparent.
  • 12 sealing grooves 16 are formed on the legs of the U-shaped beam receptacles, in the at least on the dry side of the liquid protection wall in FIG. 1 Not shown sealing rubbers are used.
  • the dimensioning of the central parts 10 of the supports 5 in the embodiment shown is dimensioned so that at the realized height of the mobile liquid protection wall at maximum height of the liquid present overloading of the central parts 10 would occur.
  • the supports 5 are constructed in two parts, that is, the central part 10 is reinforced by means of a reinforcing member 20 in the ground-near area to the at high liquid level near the ground occurring load peaks in the central parts 10 safely capture and dissipate into the ground.
  • a positive connection between a central part 10 and an attached reinforcing member 20 is realized, as in FIG. 1 also indicated.
  • the central part 5 forms a coupling projection 14, which extends over the entire length of the central part 10 in the direction of its longitudinal axis.
  • the reinforcement part 20 forms a complementarily formed coupling recess 22, which likewise extends along the longitudinal axis of the reinforcement part 20 over its entire length.
  • coupling projection 14 and coupling recess 22 is chosen so that when joining central part 10 and reinforcing member 20 forms the largest possible contact area between two support components, so that a safe transfer of acting on the near-bottom region of the central part 10 load on the reinforcing member 20 is ensured.
  • the beam receptacle 12 which is formed in the central part 10, takes over the task of the coupling recess 22 in the identically profiled reinforcement part 20.
  • Both the central part 10 and the reinforcing member 20 are formed as sections of extruded profiles, which may preferably consist of a lightweight metallic material such as aluminum, an aluminum alloy or a magnesium alloy. In applications with a smaller maximum height of the pending liquid, it is also possible to manufacture the extruded profiles of a suitable plastic strand z. B. to press or extrude.
  • a possibly releasable mechanical connection between the central part 10 and the reinforcement part 20 of a support 5 according to the invention is preferably additionally realized.
  • a possibly releasable mechanical connection between the central part 10 and the reinforcement part 20 of a support 5 according to the invention is preferably additionally realized.
  • the central part 10 and the reinforcing member 20 of a support 5 according to the invention inextricably mechanically interconnect, for example by means of gluing or welding.
  • the supports 5 of the liquid protection wall 1 according to the invention can, as shown in DE 299 16 656 U1 known to be screwed by means not shown in the figures threaded bolt anchored in the subsurface of the liquid protection wall 1 anchor plates.
  • the central parts 10 of the supports 5 according to the invention form 5 bolt chambers 42 can be passed through the corresponding fastening bolts along the longitudinal axis of the supports 5 through the entire length of the central parts 10, to then be bolted to the anchor plates.
  • FIG. 2 now shows a section through an extruded profile, which is basically suitable to form both the central part 10 and the reinforcing member 20 of a support 5 according to the invention.
  • the extruded profile forms two U-shaped beam receptacles 12, which are formed on opposite longitudinal sides of the profile.
  • the profile forms a coupling projection 14 whose width b substantially corresponds to the opening width w of the U-shaped beam receptacle 12.
  • the height h of the coupling projection 14 substantially corresponds to the depth t of the U-shaped beam receptacle 12.
  • FIG. 3 shows here in particular a support 5 according to the invention, which has a central part 10 which is reinforced by means of two reinforcing members 20 which have an identical profile cross-section as the central part 10. From FIG. 3 apparent support 5 is provided to build a single-walled liquid protection wall 1.
  • FIG. 4 shows a further inventive support 5, which comprises two central parts 10, which are joined together with the interposition of an identically profiled reinforcing member 20 to a support 5.
  • FIG. 2 shows further details of the profile, which can be used advantageously for a central part 10.
  • further sealing grooves 16 are formed, which extend substantially over the entire length of the profile, as well as from FIG. 5 is apparent.
  • These sealing grooves 16 are provided to receive at least on the dry side of a liquid protection wall 1, a rubber-elastic sealing element (not shown) in order to realize a liquid-tight seal between the support 5 and dam beams 30.
  • the bolt chambers 42 formed within the profile can be seen, which also extend through the entire length of the profile and allow the passage of a fastening bolt 40 (not shown) through the support 5.
  • These bolt chambers 42 are also made FIG. 5 seen.
  • FIG. 5 now shows a support 5 according to the invention, which is constructed of two identically profiled components, namely a central part 10 and a reinforcing member 20. Both components have the profile cross-section, the off FIG. 2 is apparent.
  • the formed on the central part 10 coupling projection 14 positively engages in the formed in the reinforcing member 20 coupling recess 22, said coupling recess 22 is identical to the formed in profile U-shaped beam receptacle 12th
  • FIG. 6 shows an alternative profile in section, which is suitable for forming a reinforcing member 20 according to the invention.
  • This alternative profile has a U-shaped recess which is provided as a coupling recess 22 for receiving the coupling part 14 formed on the central part 10.
  • the dimensions of the coupling recess 22 in the profile shown here correspond to the dimensions of the beam receptacle 12 in the central part.
  • the in FIG. 6 Profile shown also used as a wall connection profile 50 use.
  • the profile forms on its rear side facing away from the coupling recess 22 a planar surface which can function as a wall connection surface 24. With this Plan surface, the wall connection profile 50 can be flush mounted to a wall, such as a stationary masonry or concreted flood protection wall.
  • FIG. 7 it becomes clear that the alternative profile according to the FIG. 6 is ideally suited to be used as a reinforcing member 20 to a central part 10 use whose profiling from FIG. 2 apparent corresponds.
  • a suitably designed support 5 according to the invention is shown in FIG FIG. 9 shown in the - as well as in FIG. 5 -
  • the central part 10 has a significantly greater height than the reinforcing member 20.
  • the formed on the reinforcing member 20 rear wall connection surface 24 offers the advantage over that it forms a large-sized mounting surface for the arrangement of additional supports for the liquid protection wall 1, for example in the form of a cantilever analog to the from the DE 195 19 082 A1 known supports can be formed.
  • FIG. 8 finally shows that the profile according to FIG. 6 is furthermore suitable, a central part 10 with a profiling according to FIG. 2 reinforce on both sides by means of reinforcing members 20, each of which profiling according to FIG. 6 exhibit.
  • profile chambers shown in the profile cross-sections have static advantages when used for the construction of liquid protective walls.
  • the chamber course shown and also the outer contour of the profiles shown are optional and not mandatory.
  • a single comparison of the profiles of the reinforcing members 20, as shown in the FIGS. 6 and 8 are shown, detail deviations in the contour and also in the course of the inner chambers of the formed as a hollow profile reinforcing members 20, both embodiments are within the scope of the present invention. The same applies to those from the FIGS. 2 and 3 apparent deviations between the profiles of the central parts 10 shown there.

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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)
  • Bridges Or Land Bridges (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
EP08166808A 2007-10-17 2008-10-16 Support pour un mur de protection contre l'inondation Withdrawn EP2060680A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202007014601 2007-10-17
DE202008011835U DE202008011835U1 (de) 2007-10-17 2008-09-04 Stütze für Flüssigkeitsschutzwand

Publications (1)

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EP2060680A1 true EP2060680A1 (fr) 2009-05-20

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EP08166808A Withdrawn EP2060680A1 (fr) 2007-10-17 2008-10-16 Support pour un mur de protection contre l'inondation

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EP (1) EP2060680A1 (fr)
DE (1) DE202008011835U1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3249104A1 (fr) 2016-05-27 2017-11-29 Jörg-Michael Steinhardt Support d'une paroi de protection contre l'eau avec un joint
EP3249103A1 (fr) 2016-05-27 2017-11-29 Jörg-Michael Steinhardt Support pour un mur de protection contre l'inondation
US9885162B1 (en) * 2016-09-16 2018-02-06 Heinz Munz Double-wall flood barrier
GR1009262B (el) * 2016-10-14 2018-03-30 Βασιλειος Ιωσηφ Πορφυριδης Συστημα για αντιπλημμυρικη προστασια

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IES20100065A2 (en) * 2010-02-09 2011-05-25 Adaptaglaze Ltd A barrier apparatus
DE102013011029A1 (de) * 2013-07-02 2015-01-08 Bruno Harms Selbstschließende Damm-Wassersperre
BE1023047B1 (nl) * 2015-11-26 2016-11-14 Desindo Bvba Omheiningspaal en omheining

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8230619U1 (de) * 1982-11-02 1984-05-10 Streif AG, 5461 Vettelschoß Traegerprofil
DE9406633U1 (de) * 1994-04-21 1994-06-30 Thoma, Phil-Mike, 20537 Hamburg Rahmenprofilleiste
DE19519082A1 (de) 1995-05-16 1996-11-21 Zetzsch & Sohn Gmbh Mobile demontierbare Flüssigkeitsschutzwand aus horizontal S-förmig verzahnten übereinanderstapelbaren Profilelementen
DE29916656U1 (de) 1999-07-30 2000-01-05 Muehle Manfred Transportable Hochwasserschutzwand
DE20302069U1 (de) * 2003-02-05 2004-04-29 Nezirovic, Fikret Schutzwand gegen Hochwasser
US20040200169A1 (en) * 2003-04-09 2004-10-14 Hung Liu Hui Door structure for preventing water leakage
DE202004017186U1 (de) * 2004-11-03 2005-03-24 Rsw Roslauer Schiffswerft Gmbh Mobile Vorrichtung zum Schutz gegen Hochwasser
WO2008129246A2 (fr) * 2007-04-18 2008-10-30 Edward William Butcher Montants de clôture

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8230619U1 (de) * 1982-11-02 1984-05-10 Streif AG, 5461 Vettelschoß Traegerprofil
DE9406633U1 (de) * 1994-04-21 1994-06-30 Thoma, Phil-Mike, 20537 Hamburg Rahmenprofilleiste
DE19519082A1 (de) 1995-05-16 1996-11-21 Zetzsch & Sohn Gmbh Mobile demontierbare Flüssigkeitsschutzwand aus horizontal S-förmig verzahnten übereinanderstapelbaren Profilelementen
DE29916656U1 (de) 1999-07-30 2000-01-05 Muehle Manfred Transportable Hochwasserschutzwand
DE20302069U1 (de) * 2003-02-05 2004-04-29 Nezirovic, Fikret Schutzwand gegen Hochwasser
US20040200169A1 (en) * 2003-04-09 2004-10-14 Hung Liu Hui Door structure for preventing water leakage
DE202004017186U1 (de) * 2004-11-03 2005-03-24 Rsw Roslauer Schiffswerft Gmbh Mobile Vorrichtung zum Schutz gegen Hochwasser
WO2008129246A2 (fr) * 2007-04-18 2008-10-30 Edward William Butcher Montants de clôture

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3249104A1 (fr) 2016-05-27 2017-11-29 Jörg-Michael Steinhardt Support d'une paroi de protection contre l'eau avec un joint
EP3249103A1 (fr) 2016-05-27 2017-11-29 Jörg-Michael Steinhardt Support pour un mur de protection contre l'inondation
US9885162B1 (en) * 2016-09-16 2018-02-06 Heinz Munz Double-wall flood barrier
GR1009262B (el) * 2016-10-14 2018-03-30 Βασιλειος Ιωσηφ Πορφυριδης Συστημα για αντιπλημμυρικη προστασια

Also Published As

Publication number Publication date
DE202008011835U1 (de) 2009-02-26

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